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<article xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:ali="http://www.niso.org/schemas/ali/1.0/" article-type="research-article" dtd-version="1.2" xml:lang="en"><front><journal-meta><journal-id journal-id-type="publisher-id">Structural Mechanics of Engineering Constructions and Buildings</journal-id><journal-title-group><journal-title xml:lang="en">Structural Mechanics of Engineering Constructions and Buildings</journal-title><trans-title-group xml:lang="ru"><trans-title>Строительная механика инженерных конструкций и сооружений</trans-title></trans-title-group></journal-title-group><issn publication-format="print">1815-5235</issn><issn publication-format="electronic">2587-8700</issn><publisher><publisher-name xml:lang="en">Peoples’ Friendship University of Russia named after Patrice Lumumba (RUDN University)</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="publisher-id">17285</article-id><article-id pub-id-type="doi">10.22363/1815-5235-2017-6-74-80</article-id><article-categories><subj-group subj-group-type="toc-heading" xml:lang="en"><subject>Articles</subject></subj-group><subj-group subj-group-type="toc-heading" xml:lang="ru"><subject>Статьи</subject></subj-group><subj-group subj-group-type="article-type"><subject>Research Article</subject></subj-group></article-categories><title-group><article-title xml:lang="en">BORASSUS AETHIOPUM MART OF BENIN USED AS REINFORCEMENT IN CONCRETE: ADHESION CARACTERISATION</article-title><trans-title-group xml:lang="ru"><trans-title>BORASSUS AETHIOPUM MART OF BENIN USED AS REINFORCEMENT IN CONCRETE: ADHESION CARACTERISATION</trans-title></trans-title-group></title-group><contrib-group><contrib contrib-type="author"><name><surname>SOHOUNHLOUE</surname><given-names>AGBECIN JAMIK</given-names></name><bio xml:lang="en"><p>Civil Engineer, Phd student in Materials and Structures. Scientific interests: Vegetal fibers, Materials Engineering, reinforced concrete structures</p></bio><email>s.agbecin@yahoo.fr</email><xref ref-type="aff" rid="aff1"/></contrib><contrib contrib-type="author"><name><surname>GBAGUIDI AISSE</surname><given-names>GERARD LEOPOLD</given-names></name><bio xml:lang="en"><p>Senior Lecturer, Department of Civil Engineering, University of Abomey-Calavi (UAC). Expert at the Benin Courts. Director of the Graduate School of Civil Engineering VERECHAGUINE A.K. Director of Laboratory of Materials and Structures (LAMS), Republic of Benin. Scientific interests: Vegetal fibers, Materials Engineering, reinforced concrete structures</p></bio><email>s.agbecin@yahoo.fr</email></contrib><contrib contrib-type="author"><name><surname>GALIMARD</surname><given-names>PHILIPPE</given-names></name><bio xml:lang="en"><p>Director of Laboratory of Materials and Structures (LAMS)</p></bio><email>gbaguidi.gerard@yahoo.fr</email></contrib><contrib contrib-type="author"><name><surname>SOLBES</surname><given-names>BERNARD</given-names></name><bio xml:lang="en"><p>Scientific interests : Wood structures, Materials Engineering</p></bio><email>s.agbecin@yahoo.fr</email><xref ref-type="aff" rid="aff4"/></contrib></contrib-group><aff-alternatives id="aff1"><aff><institution xml:lang="en">University of Abomey-Calavi (Repubilic of Benin)</institution></aff><aff><institution xml:lang="ru"></institution></aff></aff-alternatives><aff-alternatives id="aff2"><aff><institution xml:lang="en">Laboratory of Materials and Structures (LAMS)</institution></aff><aff><institution xml:lang="ru"></institution></aff></aff-alternatives><aff-alternatives id="aff3"><aff><institution xml:lang="en">University of Abomey-Calavi (UAC)</institution></aff><aff><institution xml:lang="ru"></institution></aff></aff-alternatives><aff id="aff4"><institution>Civil Engineer, Laboratory technician, University of Bordeaux, Laboratory «Institut de Mecanique et d'Ingenierie - Bordeaux»</institution></aff><pub-date date-type="pub" iso-8601-date="2017-12-15" publication-format="electronic"><day>15</day><month>12</month><year>2017</year></pub-date><issue>6</issue><issue-title xml:lang="en">NO6 (2017)</issue-title><issue-title xml:lang="ru">№6 (2017)</issue-title><fpage>74</fpage><lpage>80</lpage><history><date date-type="received" iso-8601-date="2017-11-16"><day>16</day><month>11</month><year>2017</year></date></history><permissions><copyright-statement xml:lang="en">Copyright ©; 2017, SOHOUNHLOUE A.J., GBAGUIDI AISSE G.L., GALIMARD P., SOLBES B.</copyright-statement><copyright-statement xml:lang="ru">Copyright ©; 2017, SOHOUNHLOUE A.J., GBAGUIDI AISSE G.L., GALIMARD P., SOLBES B.</copyright-statement><copyright-year>2017</copyright-year><copyright-holder xml:lang="en">SOHOUNHLOUE A.J., GBAGUIDI AISSE G.L., GALIMARD P., SOLBES B.</copyright-holder><copyright-holder xml:lang="ru">SOHOUNHLOUE A.J., GBAGUIDI AISSE G.L., GALIMARD P., SOLBES B.</copyright-holder><ali:free_to_read xmlns:ali="http://www.niso.org/schemas/ali/1.0/"/><license><ali:license_ref xmlns:ali="http://www.niso.org/schemas/ali/1.0/">http://creativecommons.org/licenses/by/4.0</ali:license_ref></license></permissions><self-uri xlink:href="https://journals.rudn.ru/structural-mechanics/article/view/17285">https://journals.rudn.ru/structural-mechanics/article/view/17285</self-uri><abstract xml:lang="en"><p><italic>Researches carried out in Benin allowed the use of Borassus aethiopum mart as reinforcement in concrete. The aim of this study is to examine the bond of the two materials. The results of pull out tests have shown that the bonding strength is around 1 MPa. This adhesion rate decreases slightly when the bond length increases; on the other hand, the adhesion rate increases slightly when the concrete strength increases. The behaviour of Borassus / concrete interface shows a first phase of perfect adhesion followed by a second phase of progressive loss of adhesion and a final friction phase which continues until the complete output of the reinforcement from the concrete.</italic></p></abstract><trans-abstract xml:lang="ru"><p>Исследования, выполняемые в Бенине, подтверждают возможность использования волокон пальмы (Borassus aethiopum mart t) в качестве арматуры бетона. Изучение сцепления этих двух материалов есть цель представленного исследования. Результаты, выполненных экспериментов, показали, что сила сцепления составляет порядка 1 МПа. Показатели сцепления слегка пони-жаются, когда длина сцепления увеличивается, с другой стороны, показатели сцепления слегка увеличиваются, когда прочность бетона увеличивается. Поведение материала из волокон пальмы и бетона показывает, что в начале испытания появляется значительное сцепление, во второй фазе испытания следует прогрессирующее снижение сил сцепления и, наконец, финальная стадия испытания включает в себя выдергивание волокнистой арматуры из бетона. </p></trans-abstract><kwd-group xml:lang="en"><kwd>Borassus aethiopum mart</kwd><kwd>reinforcement</kwd><kwd>concrete</kwd><kwd>pull-out test</kwd><kwd>bond</kwd><kwd>Borassus aethiopum mart</kwd></kwd-group><kwd-group xml:lang="ru"><kwd>армирование</kwd><kwd>бетон</kwd><kwd>тест на выдергивание арматуры из бетона</kwd><kwd>сцепление</kwd></kwd-group><funding-group/></article-meta></front><body></body><back><ref-list><ref id="B1"><label>1.</label><mixed-citation>Gbaguidi A. Gerard et al. 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