Structural Mechanics of Engineering Constructions and Buildings
https://journals.rudn.ru/structural-mechanics
<p><strong>Editor-in-Chief</strong>: Nikolai I. Vatin, Dr. (Technical Sciences), Professor</p> <p><strong>ISSN: </strong>1815-5235 (Print) <strong>ISSN: </strong>2587-8700 (Online)</p> <p><strong>Founded in</strong> 2005. <span class="tlid-translation translation" lang="en"><strong style="color: #000000;"><strong>Publication frequency</strong></strong>:</span> bimonthly publishing</p> <p><strong>PUBLISHER</strong>: <a href="http://eng.rudn.ru/" target="_blank" rel="noopener noreferrer">Peoples’ Friendship University of Russia named after Patrice Lumumba (RUDN University)</a></p> <p><strong>Publication language</strong>: Russian, English</p> <p><strong style="color: #000000;">Open Access</strong>: <img src="/files/journals/1//OA.png" alt="" width="68" height="25">. <strong>APC</strong>: no article processing charge.</p> <p><strong>Peer-Review</strong>: double blind. <strong>Publication language</strong>: Russian, English</p> <p><strong>Indexation</strong>: Russian Index of Science Citation, RSCI, WJCI, Google Scholar, Ulrich's Periodicals Directory, DOAJ, WorldCat, Cyberleninka, Dimensions, ResearchBib, Research4Life, Lens, JournalTOCs</p>Peoples’ Friendship University of Russia named after Patrice Lumumba (RUDN University)ru-RUStructural Mechanics of Engineering Constructions and Buildings1815-5235<h4 style="text-align: justify;" align="center"><em>The right of authorship belongs to the authors of articles. The authors transfer the rights to use the article (including the use and distribution of an article in the Open Access) to the publisher of the journal on a non-exclusive license (Publishing Agreement (Public Offer)). At the same time, authors remain full rightsholders.</em></h4> <h3 style="text-align: center;">Publishing Agreement (Public Offer) to Publish an Article in an Academic Periodical</h3> <p style="text-align: center;"><strong>"Structural Mechanics of Engineering Constructions and Buildings"</strong></p> <p style="text-align: justify;">The Federal State Autonomous Educational Institution of Higher Education "Peoples’ Friendship University of Russia named after Patrice Lumumba" (RUDN University) represented by the Vice-Rector for Scientific Work Andrey Aleksandrovich Kostin, acting under a Power of Attorney No 0036-03/21-163 dated 12.10.2021, hereinafter referred to as the Publisher, on the one hand, hereby offers to the public at large, hereinafter referred to as the Author, on the other hand, hereinafter collectively referred to as the Parties, to enter into this agreement, hereinafter referred to as the Agreement, regarding publication of scholarly materials, hereinafter referred to as the Article, in the Journal named 'Structural Mechanics of Engineering Constructions and Buildings', hereinafter referred to as the Journal, under the following terms.</p> <p><strong>1. General Terms and Conditions</strong></p> <blockquote> <p>1.1. Pursuant to Clause 2 of the Article 437 of the Russian Federation Civil Code, this Agreement shall be recognized as the public offer, hereinafter referred to as the Offer. Subject to Article 438 of the Russian Federation Civil Code, this Offer shall be deemed to have been completely and irrevocably accepted after the Author had submitted his/her materials by uploading those onto the network electronic system of the article acquisition for review available at the respective section of the Journal's site at URL: <span data-sheets-userformat="{"2":513,"3":{"1":0},"12":0}" data-sheets-value="{"1":2,"2":"http://journals.rudn.ru/index.php/structural-mechanics/author/submit/1"}"><a class="in-cell-link" href="/index.php/structural-mechanics/author/submit/1" target="_blank" rel="noopener noreferrer">http://journals.rudn.ru/index.php/structural-mechanics/author/submit/1</a></span> on the Information and Communication Network known as the Internet, hereinafter referred to as the Internet.</p> <p>1.2. Pursuant to the Russian Federation effective law as applicable to compliance with the copyright to electronic information resources, no materials from any site, electronic journal or project may be reproduced, in whole or in part, in any form, either in a hard or soft copy, without a prior consent from the Journal's authors and editorial staff, which may be expressed by posting a respective consent (open license <a href="https://creativecommons.org/licenses/by-nc/4.0/" target="_blank" rel="noopener">Creative Commons Attribution International 4.0 CC BY-NC</a>) in the relevant section of the Journal's site on the Internet. <br>Whenever any published materials are used within the context of other documents, a reference to the original source needs to be specified.</p> <p>1.3. The Journal is registered by the Federal Oversight Service for Communications, Information Technologies and Mass Communications (RosKomNadzor).</p> </blockquote> <p><strong>2. Terms Used in This Agreement</strong></p> <blockquote> <p><strong>The Author</strong> is an individual (or individuals) whose creative labor has produced the Article.</p> <p><strong>The Offer Acceptance</strong> means a complete and irrevocable acceptance of the Offer under the terms specified in Clause 3 hereof (the Author accepts the Offer by submitting an application to the Publisher, i.e. by uploading the Article along with support materials onto the network electronic system of the article acquisition for review available at the respective section of the Journal's site at URL: <span data-sheets-userformat="{"2":513,"3":{"1":0},"12":0}" data-sheets-value="{"1":2,"2":"http://journals.rudn.ru/index.php/structural-mechanics/author/submit/1"}"><a class="in-cell-link" href="/index.php/structural-mechanics/author/submit/1" target="_blank" rel="noopener noreferrer">http://journals.rudn.ru/index.php/structural-mechanics/author/submit/1</a></span> on the Internet).</p> <p><strong>The Journal</strong> means an academic periodical named 'Structural Mechanics of Engineering Constructions and Buildings'.</p> <p><strong>The Application </strong>means an electronic request of the Author addressed to the Publisher for publishing the Article in the Journal by uploading the Article and support materials onto the network electronic system of the article acquisition for review available at the relevant section of the Journal's site at URL: <span data-sheets-userformat="{"2":513,"3":{"1":0},"12":0}" data-sheets-value="{"1":2,"2":"http://journals.rudn.ru/index.php/structural-mechanics/author/submit/1"}"><a class="in-cell-link" href="/index.php/structural-mechanics/author/submit/1" target="_blank" rel="noopener noreferrer">http://journals.rudn.ru/index.php/structural-mechanics/author/submit/1</a></span> on the Internet).</p> <p><strong>The Publisher</strong> is the Federal State Autonomous Educational Institution of Higher Education "Peoples’ Friendship University of Russia named after Patrice Lumumba” (RUDN), being the Journal's founder and publisher.</p> <p><strong>The Article's Metadata </strong>means any materials in Russian and English intended to be included into the Science Citation database as per the original version of the Article such as the Article title; authors' details (full last name, first name, patronymic, present employer of each author with indication of the postal code, contact details (e-mail) of each author; abstract; keywords; topical classifications: UDC or any other bibliographic and library classification, and subject indices; bibliography (list of references).</p> <p><strong>The Offer</strong> means this document (offer to the Author) to publish an Article by uploading it onto the site at URL: <span data-sheets-userformat="{"2":513,"3":{"1":0},"12":0}" data-sheets-value="{"1":2,"2":"http://journals.rudn.ru/index.php/structural-mechanics/author/submit/1"}"><a class="in-cell-link" href="/index.php/structural-mechanics/author/submit/1" target="_blank" rel="noopener noreferrer">http://journals.rudn.ru/index.php/structural-mechanics/author/submit/1</a></span> on the Internet.</p> <p><strong>The Publication </strong>means the act of publishing the Article in the Journal.</p> <p><strong>The Journal's Editorial Staff</strong> means a creative team engaged in preparing the Journal for publication.</p> <p><strong>The Editorial Board</strong> is an advisory body of the Journal's Editorial Office.</p> <p><strong>The Article</strong> means a result of fundamental and applied scholarly efforts in the form of a scholarly material, scientific review material, scientific message, bibliographical review on specific topics of the scholarly study, and background information on Russian and foreign scientists submitted by the Author for publication in the Journal.</p> <p><strong>The Parties </strong>mean the Author and the Publisher.</p> <p><strong>The Article Requirements </strong>mean requirements to the materials published in the Journal's section named "To Authors" of the Journal's site at URL: <span data-sheets-userformat="{"2":513,"3":{"1":0},"12":0}" data-sheets-value="{"1":2,"2":"http://journals.rudn.ru/index.php/structural-mechanics/about/submissions#authorGuidelines"}"><a class="in-cell-link" href="/index.php/structural-mechanics/about/submissions#authorGuidelines" target="_blank" rel="noopener noreferrer">http://journals.rudn.ru/index.php/structural-mechanics/about/submissions#authorGuidelines</a></span> on the Internet.</p> <p><strong>The Service </strong>means publication of the Article in the Journal as per the Author's application.</p> </blockquote> <p><strong>3. Subject Matter of the Agreement (Offer)</strong></p> <blockquote> <p>3.1. Subject to this Agreement, the Author shall provide the Publisher at no expense for the copyright duration as stated by the Russian Federation legislation with <strong>a non-exclusive license</strong> for use of the Author-created Article for the purpose of its publication in the Journal.</p> <p>3.2. The rights to use this Article as assigned hereunder shall include but not limited to:</p> <ul> <li>reproduction of the Article or any part thereof, as well as its metadata in Russian and English in any material form whatsoever, including soft and hard copy forms, as an individual work product in periodicals and/or databases (whether local or web-based) owned by the Publisher and/or any other persons at the discretion of the Publisher;</li> <li>dissemination of the Article or any part thereof, as well as its metadata in Russian and English on any media as part of the Journal and/or databases owned by the Publisher or any other persons, at the discretion of the Publisher, or as an individual work product, worldwide via open access or by subscription without payment of any fee to the Author;</li> <li>making public the Article or any part thereof as well as its metadata in Russian and English so that any person could access the Article from any location and at any time of his/her choice (including via the Internet);</li> <li>issuing permissions to use the Article or any part thereof as well as its metadata in Russian and English to any third parties while notifying the Author by publishing the respective information on the Journal's site without payment of any fee to the Author;</li> <li>processing, including translation of the Article (including translation into foreign languages), and use of the processed (translated) Article in any manner specified above;</li> <li>any other rights, not expressly assigned to the Publisher hereunder, including patent rights to any processes, techniques or methods, and other means, described by the Author in the Article, as well as trademark rights, shall be retained by the Author.</li> </ul> <p>3.3. No territorial restrictions will be applied to the use of rights to the Article.</p> <p>3.4. This Agreement shall become effective from the time the Article is submitted to the Journal, i.e. uploaded along with support materials onto the network electronic system of the article acquisition for review available at the relevant section of the Journal's site at URL: <span data-sheets-userformat="{"2":513,"3":{"1":0},"12":0}" data-sheets-value="{"1":2,"2":"http://journals.rudn.ru/index.php/structural-mechanics/author/submit/1"}"><a class="in-cell-link" href="/index.php/structural-mechanics/author/submit/1" target="_blank" rel="noopener noreferrer">http://journals.rudn.ru/index.php/structural-mechanics/author/submit/1</a></span> on the Internet, hereinafter referred to as the Article Upload.</p> <p>3.5. The rights shall be assigned by the Author to the Publisher at no expense, and the Article publication in the Journal shall not result in any financial contribution to the Author.</p> <p>3.6. If the Publisher decides to refuse to publish the Article in the Journal, this Agreement shall cease to be in force. A decision to refuse publication shall be sent to the Author via the e-mail address specified in the Application.</p> <p>3.7. The Publisher undertakes, throughout the currency of this Agreement, to provide to the Author the services associated with publication of the Article on the Journal's site at URL: <span data-sheets-userformat="{"2":513,"3":{"1":0},"12":0}" data-sheets-value="{"1":2,"2":"http://journals.rudn.ru/index.php/structural-mechanics"}"><a class="in-cell-link" href="/index.php/structural-mechanics" target="_blank" rel="noopener noreferrer">http://journals.rudn.ru/index.php/structural-mechanics</a></span> on the Internet.</p> </blockquote> <p><strong>4. General Terms of the Services Provision</strong></p> <blockquote> <p>4.1. The Publisher shall provide the services to the Author only if:</p> <ul> <li>the Author submits all materials compliant with the Offer requirements by way of the Article Upload;</li> <li>the Author Accepts the Offer.</li> </ul> <p>4.2. The services shall be provided to the Author free of charge.</p> <p>4.3. If any materials submitted by the Author are found in breach of rules and requirements of this Offer, the Publisher shall have a right to refuse to publish those.</p> <p>4.4. The Publisher shall not be responsible for any third-party unauthorized use of the data provided by the Author during the currency of this Agreement.</p> </blockquote> <p><strong>5. Rights and Responsibilities of the Parties</strong></p> <blockquote> <p>5.1. The Author warrants that:</p> <ul> <li>he/she is the valid holder of exclusive rights to the Article; rights granted to the Publisher hereunder were not earlier assigned and will not be assigned to any third parties prior to publication of the Article by the Publisher in the Journal;</li> <li>the Article contains all the references to cited authors and/or sources (materials) that are required by the effective copyright law;</li> <li>the Author has obtained all required licenses to results, facts and other borrowed materials used in the Article where the Author is not a copyright holder;</li> <li>the Article does not contain any materials that may not be published in public sources in accordance with the effective Russian Federation statutory instruments, and the Article publication and dissemination will not involve any disclosure of classified (confidential) information, including state secrets;</li> <li>the Author has familiarized himself with the editorial policy and ethical principles published on the Journal website (<a href="/structural-mechanics/about/editorialPolicies">http://journals.rudn.ru/structural-mechanics/about/editorialPolicies</a>) and the consequences of violating these principles, has advised other Co-authors of the terms of this Agreement and has received consents from all the Co-authors to conclude this Agreement under the terms hereunder.</li> </ul> <p>5.2. The Author undertakes to:</p> <ul> <li>submit a manuscript of the Article as per the Requirements to articles;</li> <li>avoid using the soft copy of the Article produced by the Publisher for commercial purposes and in other periodicals;</li> <li>while preparing the Article for publication, the Author undertakes to: <ol type="a"> <li>make edits specified by readers and approved by the Journal's Editorial Office in the text of the Article and/or revise the Article following the Publisher's request, where necessary;</li> <li>proofread the Article within the timeframes specified in the Journal publication schedule;</li> <li>make only such edits in the proof that are minimally required to correct errors made in the Article original and/or introduce factual and momentary changes.</li> </ol> </li> </ul> <p>5.3. The Author is entitled to:</p> <ul> <li>pass to any third party a soft copy of the published Article provided by the Publisher pursuant to Clause 5.4 hereof for the Article to be incorporated, in whole or in part, into a scientific information database or repository in order to promote academic or scholarly investigations or for informational and educational purposes subject to the Author, Journal and Publisher being properly referenced.</li> </ul> <p>5.4. The Publisher undertakes to:</p> <ul> <li>publish the Author's Article, in soft or hard copy form, in the Journal in accordance with the terms hereof;</li> <li>provide the Author with the proof of the Article and make reasonable edits as requested by the Author, where required, following the Journal's Editorial resolution;</li> <li>provide the Author with the soft copy of the published Article by sending it to the Author's e-mail address within 15 business days of the Journal issue's publication;</li> <li>respect the Author's rights established by the effective law, protect those and use best endeavors to prevent any copyright infringements by third parties.</li> </ul> <p>5.5. The Publisher is entitled to:</p> <ul> <li>carry out technical and literary editing of the Article such that its basic content would remain unchanged;</li> <li>review the Article and suggest appropriate changes to the Author, and elect not to publish the Article if the Author fails to introduce such changes;</li> <li>require from the Author and/or other persons that the Journal, Publisher, Author and any other copyright holder, as well as the title of the Article, Journal issue identification and a year of publication as specified in the Journal be properly referenced whenever the Journal and/or the Article, including any individual part or fragment thereof, are used by any of the above-mentioned individuals thereafter;</li> <li>publish preliminary and/or advertising information on the forthcoming publication of the Article in mass media and any other information sources;</li> <li>establish rules (conditions) for acceptance and publication of materials in the Journal. The Journal's Editorial Board, headed by the Editor-in-Chief, shall enjoy an exclusive right to accept and/or reject any materials submitted to the Journal's Editorial Office for publication purposes. No manuscript (tangible medium) submitted by the Author to the Journal's Editorial Office will be subject to return. The Journal's Editorial Staff will not enter into any correspondence regarding the rejection of the Article by the Journal's Editorial Board;</li> <li>suspend provision of services to the Author hereunder temporarily for technical, technological and other reasons preventing the services from being provided for the duration of remedial activities;</li> <li>suspend services hereunder in accordance with civil procedures if: <ol> <li type="a">the Article does not correspond to the topics covered by the Journal or by any part thereof, or the submitted material is found insufficient for the individual publication, or the Article design is found at variance with the requirements imposed;</li> <li>the Author is in breach of any other obligations assumed under the Offer arrangement;</li> </ol> </li> <li>introduce changes to the Offer as per the procedure established by the Offer.</li> </ul> <p>5.6. Unless otherwise provided or stated herein, the Parties shall refer to the effective legislation of the Russian Federation.</p> </blockquote> <p><strong>6. Offer Acceptance and Conclusion of the Agreement. The Term of the Agreement</strong></p> <blockquote> <p>6.1. This Agreement shall become effective when concluded, i.e. when the Author Accepts the Offer by sending an application to the Publisher, that is, by uploading the Article (Article Upload), and remain in effect for five years.</p> <p>6.2. The Offer Acceptance constitutes an Agreement made in writing (Articles 438 and 1286.1 of the Russian Federation Civil Code) under the Offer terms.</p> <p>6.3. Unless any of the Parties sends to the other Party a written notification of the Agreement termination no later than two months prior to the end of the specified five-year period, the duration of the Publisher's copyright to the Work shall be automatically extended by the similar period. The number of extensions is not limited.</p> <p>6.4. The term of the Agreement may not exceed the duration of exclusive rights to the Article pursuant to the Russian Federation legislation.</p> <p>6.5. Whenever the Author assigns (disposes of) its exclusive rights to the Work to any third party, this Agreement shall remain in effect.</p> </blockquote> <p><strong>7. Agreement Modification and Termination Procedure</strong></p> <blockquote> <p>7.1. The Publisher shall have a right to unilaterally modify the terms of this Agreement by giving a prior notice to the Author, at least ten (10) calendar days before such modifications become effective, to the Author's e-mail address specified in the Author's application or via the Journal's site. These modifications shall become effective from the date specified in the respective notice.</p> <p>7.2. If the Author disagrees with any modification in the terms of this Agreement, the Author shall have a right to submit a written notice of his/her withdrawal from this Agreement by uploading it onto the network electronic system of the article acquisition for review, available at the relevant section of the Journal's site at URL: <span data-sheets-userformat="{"2":513,"3":{"1":0},"12":0}" data-sheets-value="{"1":2,"2":"http://journals.rudn.ru/index.php/structural-mechanics/author/submit/1"}"><a class="in-cell-link" href="/index.php/structural-mechanics/author/submit/1" target="_blank" rel="noopener noreferrer">http://journals.rudn.ru/index.php/structural-mechanics/author/submit/1</a></span> on the Internet.</p> <p>7.3. This Agreement may be terminated early:</p> <ul> <li>at any time by mutual agreement of the Parties; or</li> <li>otherwise as stipulated herein.</li> </ul> <p>7.4. The Author shall have a right to cancel this Agreement unilaterally by sending the Publisher a respective notice in writing at least sixty (60) calendar days prior to the intended date of the Author's Article publication in the Journal.</p> <p>7.5. The termination of this Agreement for any reasons shall not release the Parties from responsibility for breach of any Agreement terms during the currency hereof.</p> </blockquote> <p><strong>8. Liability</strong></p> <blockquote> <p>8.1. A Party which has failed to perform its obligations under this Agreement, either in full or in part, shall be held liable pursuant to the Russian Federation legislation in force.</p> <p>8.2. All the data provided by the Author shall be trustworthy. The Author shall be responsible for completeness and reliability of the data provided to the Publisher. The use of untrustworthy information obtained from the Author shall not entail any responsibility upon the Publisher for any adverse effects resulting from its actions based on such untrustworthy information.</p> <p>8.3. The Author shall take full personal responsibility for compliance with the requirements of the Russian Federation law on advertising, protection of copyright and related rights, protection of trademarks and service marks, and protection of consumer rights. <br>8.4. The Publisher shall not be held responsible hereunder for:</p> <ol type="a"> <li>any actions resulting directly or indirectly from the actions of the Author;</li> <li>any loss incurred by the Author whether or not the Publisher was in a position to predict such loss.</li> </ol> <p>8.5. The Publisher shall be relieved from any responsibility for non-compliance with the terms of this Agreement if such non-compliance is a result of a force-majeure event such as an act of state authorities, including adoption of legal instruments, fire, flood, earthquake, other natural calamities, loss of power and/or computer network failure, strikes, civil commotions, riots, and any other similar events.</p> </blockquote> <p><strong>9. Dispute Resolution Procedure</strong></p> <blockquote> <p>9.1. Any disputes and disagreements shall be resolved by the Parties by negotiations, and if the Parties fail to reach an agreement, these shall be resolved in accordance with the effective law of the Russian Federation.</p> <p>9.2. If any disagreements remain unresolved, the Parties shall settle those at the location of the Publisher in accordance with the effective law of the Russian Federation.</p> </blockquote> <p><strong>10. Miscellaneous</strong></p> <blockquote> <p>10.1. Any notifications, messages, requests etc., excluding documents which need to be forwarded in original form pursuant to the Russian Federation legislation, shall be deemed to have been received by the Author, if delivered (sent) by the Publisher via the Journal's site, including by publishing those, by fax or e-mail specified in the Application, or using other communication facilities. The Parties acknowledge validity of notifications, messages, requests etc. delivered (sent) using the above-listed methods.</p> <p>10.2. Where the Publisher becomes subject to any claims related to non-compliance with an exclusive copyright or other intellectual property right of any third party during the writing of the Article or in connection with conclusion of this Agreement by the Author, the Author undertakes to:</p> <ul> <li>immediately upon receipt of a Publisher's notification, take measures to settle disputes with such third party, and, where necessary, join the litigation in favor of the Publisher and use its best endeavors to exclude the Publisher from the defendants;</li> <li>reimburse the legal cost, expenses and loss incurred by the Publisher as a result of application of a pre-award relief and measures for execution of a judgment, and damages paid by the Publisher to any third party for the infringement of exclusive copyright and/or other intellectual property rights, as well as other expenditures incurred by the Publisher as a result of infringement by the Author of any warranties provided hereunder.</li> </ul> <p>10.3. Subject to Article 6 of the Federal Law On Personal Data No. 152-FZ dated July 27, 2006, for the period from the conclusion of this Agreement and until the discharge of Parties obligations hereunder, the Author expresses his/her consent to processing of the following personal data by the Publisher: last name, first name, patronymic; taxpayers identification number (TIN); place and date of birth; citizenship details; ID document details; registration and actual location address; e-mail address; mailing address with postal code; contact phone numbers; fax numbers; and details of the employers.</p> <p>10.4. The Publisher is entitled to process the above personal data for the purpose of this Agreement performance, including for provision of information and reference services to the Author. The processing of personal data shall be understood to mean any handing (operations) with personal data, including collection, systematization, accumulation, storage, refinement (update, alteration), use, distribution (including transfer to third parties), depersonalization, blocking and deletion of personal data in accordance with the effective Russian Federation legislation.</p> <p>10.5. Where permitted by the Russian Federation legislation, the Author is entitled to withdraw his/her consent to processing of personal data as listed in Clause 10.3 by forwarding a respective notice to the Publisher. Upon receipt of such notice, the Publisher has a right to suspend services.</p> <p>10.6. The Author will, on a goodwill basis, submit his/her details (and details of each Co-Author subject to their prior consent) to the Journal's Editorial Office consisting of his/her: last name, first name, patronymic, academic rank, academic degree, job title, employer details (name and mailing address), work phone number and e-mail address for the purpose of its general publication in the Journal along with the Article.</p> </blockquote> <p><strong>11. </strong><strong>Registered Address and Particulars of the Publisher</strong></p> <p>Federal State Autonomous Educational Institution of Higher Education "Peoples’ Friendship University of Russia named after Patrice Lumumba" (RUDN University)</p> <p>Address: 6 Mikluho-Maklaya St, Moscow, 117198, Russian Federation</p> <p>TIN 7728073720, CRR 772801001, PSRN 1027739189323.</p> <p>Vice Rector for Scientific Work A.A. Kostin</p>Modern Theory of Creep of Reinforced Concrete
https://journals.rudn.ru/structural-mechanics/article/view/38254
<p style="text-align: justify;">The important features of the theory of creep of reinforced concrete, identified and published earlier, are explored. The creation and development of the theory of creep of reinforced concrete is based on non-scientific principles take from systems of classical mechanics that do not correspond to this theory. A detailed analysis of the theory used in many countries was performed, while five oversimplifications were identified that reject fundamental experiments, Eurocodes, rules of mathematics and mechanics: listed in the law of creep, oversimplifications that grossly distort the calculation results, not only the deformations themselves, but also subsequent methods for calculating reinforced concrete structures. These include: unnecessarily modified classical Hooke’s law; imposing a property missing from concrete - an algebraic measure of creep; erroneous superposition principle; use of viscoelastic deformations instead of instantaneous nonlinear plastic deformations; replacement of obvious - nonlinear and non-stationary properties of concrete with linear ones, distorting the qualitative side of phenomena inherent only in nonlinear systems. These errors are covered by unreasonable safety factors, which undermines the economic component of the problem, and of the enormous volumes of reinforced concrete used throughout the world, the analyzed unscientific theory of its calculation causes enormous economic damage in global construction.</p>Alexander D. BeglovRudolf S. SanjarovskiyTatyana N. Ter-Emmanuilyan
Copyright (c) 2024 Beglov A.D., Sanjarovskiy R.S., Ter-Emmanuilyan T.N.
https://creativecommons.org/licenses/by-nc/4.0
2024-03-152024-03-1520131310.22363/1815-5235-2024-20-1-3-13Behavior of Metal Frame of Ribbed-ring Dome with Decrease in Number of Supporting Columns
https://journals.rudn.ru/structural-mechanics/article/view/38255
<p style="text-align: justify;">Investigation of the stress state of the metal frame of a ribbed-ring dome, when the number of supporting columns under it is gradually reduced. With that, the same distances or steps between the columns are maintained along the entire contour of the support ring. The main elements of the dome frame and columns are made of steel I-beams. Frames, the domes of which are supported by a different number of cyclically symmetrical columns, were considered as subjects of research. All the domes are characterized by the same geometric structure and size, the same cross sections of the same type of frame elements and are exposed to the same loads. The research was carried out on computer models by calculating the combined effect of the load from the weight of load-bearing and enclosing structures and an asymmetric snow load. The models with a reduced number of columns are obtained by regularly removing them from the original computer model. During the analysis, the stresses in the elements of the frames of all models were determined, which were compared with each other. Deformation graphs and comparative diagrams of the stress state relationships of the frame elements of the original and transformed models are obtained. An assessment of the change in the stress state of the ribbed-ring dome frame with a decrease in the number of columns is given. Significant changes in the stress state of the support ring were noted.</p>Evgeny V. Lebed
Copyright (c) 2024 Lebed E.V.
https://creativecommons.org/licenses/by-nc/4.0
2024-03-152024-03-15201142610.22363/1815-5235-2024-20-1-14-26Mixed FEM for Shells of Revolution Based on Flow Theory and its Modifications
https://journals.rudn.ru/structural-mechanics/article/view/38256
<p style="text-align: justify;">For describing elastoplastic deformation, three versions of constitutive equations are used. The first version employs the governing equations of the flow theory. In the second version, elastic strain increments are defined the same way as in the flow theory, and the plastic strain increments are expressed in terms of stress increments using the condition of their proportionality to the components of the incremental stress deviator tensor. In the third version, the constitutive equations for a load step were obtained without using the hypothesis of separating strains into the elastic and plastic parts. To obtain them, the condition of proportionality of the components of the incremental strain deviator tensor to the components of the incremental stress deviator tensor was applied. The equations are implemented using a hybrid prismatic finite element with a triangular base. A sample calculation shows the advantage of the third version of the constitutive equations.</p>Rumia Z. KiselevaNatalia A. KirsanovaAnatoliy P. NikolaevYuriy V. KlochkovVitaliy V. Ryabukha
Copyright (c) 2024 Kiseleva R.Z., Kirsanova N.A., Nikolaev A.P., Klochkov Y.V., Ryabukha V.V.
https://creativecommons.org/licenses/by-nc/4.0
2024-03-152024-03-15201273910.22363/1815-5235-2024-20-1-27-39Ruled Shells of Conical Type on Elliptical Base
https://journals.rudn.ru/structural-mechanics/article/view/38257
<p style="text-align: justify;">The information about main results on geometry of developable surfaces with an edge of regression which have a directrix ellipse in the base is gathered. These surfaces constitute a group called “Ruled surfaces of conical type on elliptical base”. This group includes elliptical cones, torses with two ellipses defined in the parallel planes, equal slope surfaces, and ruled surfaces with the main frame of three superellipses that are ellipses in one coordinate plane and broken straight lines in the other two coordinate planes. The paper presents a method for developing torses onto a plane, approximation of torses by folded surfaces, and parabolic ending of a thin sheet from elastic material into a torse shell. A brief review of the methods of stress-strain and buckling analysis of the considered ruled shells is given, including the displacement-based finite element method and variational energy method. It is shown that analytical methods can be used only in the case of applying the momentless shell theory for ruled thin shells of conical type. The analytical formulae for determining the normal and tangent internal forces in any momentless conic shell with a superellipse in the base are derived. References to forty four scientific articles of other authors, working or having worked on the subject of the paper are given. These references confirm the conclusions of the author and the perspectives of investigations of the considered ruled surfaces and shells.</p>Sergey N. Krivoshapko
Copyright (c) 2024 Krivoshapko S.N.
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2024-03-152024-03-15201405610.22363/1815-5235-2024-20-1-40-56Seismic Performance Evaluation of Multi-Storey Residential Building with Friction Pendulum Bearings: Indonesia case study
https://journals.rudn.ru/structural-mechanics/article/view/38258
<p style="text-align: justify;">The methodology for seismic performance evaluation of a residential building in Indonesia with the use of seismic isolation is considered. An 8-storey reinforced concrete frame residential building with shear wall structural system was selected as a case study. Nonlinear methods of seismic response analysis were used to calculate the response of the structure: nonlinear static (Pushover) and Nonlinear-Time History Analysis, NLTHA. The analysis is performed in STERA 3D freeware. The nonlinear time history analysis was performed for seven pairs of horizontal components of earthquake ground motions, selected according to the parameters of possible earthquakes for the considered site (Bandung city). The selected earthquake records were modified using the spectral matching procedure for design spectrum. Friction-pendulum bearings developed by Nippon Steel Corporation of Japan were used as seismic isolation. The results of nonlinear time history analysis show that shallow earthquakes result in greater damage compared to megathrust earthquakes, with both scenarios providing a life safety (LS) performance level. The use of seismic isolation can reduce seismic loads, as evidenced by the reduction in top-level accelerations and shear forces at the base.</p>Zaurbek K. AbaevFaiz Sulthan
Copyright (c) 2024 Abaev Z.K., Sulthan F.
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2024-03-152024-03-15201577210.22363/1815-5235-2024-20-1-57-72Effect of Temperature on Physical and Mechanical Properties of Monolithic Polycarbonate
https://journals.rudn.ru/structural-mechanics/article/view/38259
<p style="text-align: justify;">The study of the physical and mechanical properties of polycarbonate under various temperature conditions, taking into account its widespread use as a base material of monolithic polycarbonate systems in various climatic regions, will ensure a high degree of reliability of structures during operation in a wide temperature range. The authors of the article conducted a series of tensile tests of monolithic polycarbonate in the temperature range from -60 to +80 °C. The influence of temperature on the following characteristics of monolithic polycarbonate was evaluated: elongation at break, tensile yield strength, tensile stress at break, strains at the end of the elastic stage of the material. As a result of the conducted experimental studies, the relationship between the strength properties of monolithic polycarbonate and the operating temperature was revealed. The values of elongation at break at temperatures exceeding 15 °C for various samples generally correspond to the values obtained during tests conducted under standard conditions.</p>Kirill V. AvdeevVladimir V. BobrovMikhail A. TuchinEkaterina V. DomarovaNikita A. KudryavtsevPavel V. Skakun
Copyright (c) 2024 Avdeev K.V., Bobrov V.V., Tuchin M.A., Domarova E.V., Kudryavtsev N.A., Skakun P.V.
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2024-03-152024-03-15201738310.22363/1815-5235-2024-20-1-73-83Results of Laboratory Studies of Strengthening Subgrade Soil with Modifier
https://journals.rudn.ru/structural-mechanics/article/view/38260
<p style="text-align: justify;">Current modern trends in road construction are the increase in traffic intensity and the carrying capacity of motor transport, as well as the expansion of the road network, including local roads. These trends put forward the task of not only increasing the durability of road structures, but also the use of local materials and soils in the construction of highways. Several methods have been developed to strengthen the soils of the road base. A variety of surfactants, modifiers and additives are also produced to strengthen the roadbed. Many of them have not shown their effectiveness in practice. Therefore, there is a need for plenty laboratory and field studies on this topic. Laboratory studies were carried out to investigate the effect of the modifier on the roadbed soil. The type of soil and its maximum density were determined at optimal humidity. Based on this, cement and a modifier were introduced into the soil composition, density and compressive strength were determined. The results of a scanning electron microscope (SEM) were obtained to study the effect of the modifier on the roadbed soil. Laboratory studies and SEM-analysis have shown that the addition of a modifier to the soil leads to an increase in its maximum density, a significant increase in compressive strength and that the modifier serves to improve the binding properties by forming a crystalline bond with cement.</p>Rashidbek M. HudaykulovDilshod E. Aralov
Copyright (c) 2024 Hudaykulov R.M., Aralov D.E.
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2024-03-152024-03-15201849310.22363/1815-5235-2024-20-1-84-93