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Accounting for geometric nonlinearity in finite element strength calculations of thin-walled shell-type structures
Klochkov Y.V., Nikolaev A.P., Ishchanov T.R., Andreev A.S., Klochkov M.Y.
Analytical and finite element modeling in the calculation and design of reinforcements of stretched elements by fiber-reinforced polymers based on high-strength fiber using adhesive joints
Danilov A.I., Kalugin I.A.
The economic feasibility of taking into account the joint work of load-bearing and enclosing elements in large-span wooden spatial structures
Pyatikrestovsky K.P., Sokolov B.S.
DEVELOPMENT OF THE METHOD OF CALCULATION OF THE STRENGTH OF REINFORCED CONCRETE STRUCTURES OF THE HYDRAULIC ERECTIONS STRENGTHENED BY MEANS OF EXTERNAL REINFORCING ON THE BASIS OF COMPOSITE MATERIALS UNDER ACTION OF SHEAR FORCES
Rubin O.D., Lisichkin S.E., Aleksandrov A.V., Simakov O.A.
A new direction for calculating the strength of bent reinforced concrete elements along inclined sections with an example of calculating an experimental beam
Starishko I.N.
NUCLEATION OF CRACKS IN ISOTROPIC MEDIUM WITH PERIODIC SYSTEM OF THE CIRCULAR HOLES FILLED WITH RIGID INCLUSIONS, AT LONGITUDINAL SHEAR
Hasanov F.F.
Influence of cover splices on the stress-strain state of plate-ribbed wood-composite panels
Labudin B.V., Popov E.V., Oshchepkova E.S., Sopilov V.V., Ruslanova A.V., Fukalov A.A.
MATHEMATICAL MODELS OF THE IMPROVEMENTED CALCULATION ON DURABILITY OF CONTINUOUS AVIATION CONNECTIONS WITH ACCOUNT OF THEIR COMPLIANCE
Firsanov V.V.
TESTING TECHNIQUE FOR STRUCTURES OF LAYERED REINFORCED CONCRETE WITH CORROSION DAMAGE FOR SHEAR STRENGTH AND SHEAR CRACK RESISTANCE STUDY
KLYUEVA N.V., KARPENKO D.V., KASHCHAVCEV A.A.
Criteria of strength of walls from large masonry blocks
Pyatikrestovsky K.P.
INTERACTION OF PERIODIC SYSTEM HETEROGENEOUS INCLUSIONS AND COHESIVE CRACKS UNDER LONGITUDINAL SHEAR
Mirsalimov V.M., Hasanov F.F.
Evaluation of Selection of Finite Element Model for Beam Analysis Based on Shear Stress Distribution
Mozgolov M.V., Okolnikova G.E.
TO THE BEST WAY OF TAKING INTO ACCOUNT THE ADDITIONAL STRESSES, ARISING IN WOODEN SPANS WITH REINFORCED CONCRETE SLAB ROADWAY OF HIGHWAY BRIDGES DURING THE REDUCTION OF AMBIENT TEMPERATURE
Salamakhin P.M., Reshetnikov I.V.
Strength Model for Concrete in Near-Reinforcement Region
Kolchunov V.I., Fedorova N.V., Iliushchenko T.A.
RELIABILITY ANALYSIS OF REINFORCED CONCRETE BEAMS WITH SHEAR CRACKS ON REBAR STRENGTH
UTKIN V.S., SOLOVYEV S.A.
THE INFLUENCE OF NEGATIVE ATMOSPHERIC TEMPERATURES ON THE STRESS STATE AND THE SIZE OF THE CROSS-SECTIONS OF COMPOSITE BEAMS MADE OF WOOD-AND-REINFORCED CONCRETE IN AUTO ROAD BRIDGES
Salamahin P.M., Reshetnikov I.V.
Bulking of physically nonlinear plates under the action of dynamic shearing loads
Ivanov S.P.
FINITE ELEMENT ANALYSIS 0F STRESS-STRAIN STATE OF SHELLS OF REVOLUTION WITH TAKING INTO ACCOUNT THE STRAIN OF TRANSVERSAL SHEARING
Klochkov Y.V., Nikolaev A.P., Ischanov T.R.
1 - 18 of 18 Items

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