Mathematical and Numerical Calculation of the Interlayer Slip of a Two-Layer Glued Beam
This study analyses the spatial variation of the deflection, rotation, and slip at the interface of two-layer bamboo scrimber-concrete composite beam simply supported under uniform transverse load on its entire length. The Timoshenko model is considered, and the equations are solved using the analyt...
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Veröffentlicht in: | Mathematical problems in engineering 2021-08, Vol.2021, p.1-11 |
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creator | Doumia, Benoît Sanda Abo, Omarou Nwagoum Tuwa, Peguy Roussel Woafo, Paul |
description | This study analyses the spatial variation of the deflection, rotation, and slip at the interface of two-layer bamboo scrimber-concrete composite beam simply supported under uniform transverse load on its entire length. The Timoshenko model is considered, and the equations are solved using the analytical methods and direct numerical simulation based on finite differences schemes and a Fortran code. The results obtained show that it is a good agreement between the results from the mathematical calculation and those obtained from the numerical simulation. |
doi_str_mv | 10.1155/2021/7507329 |
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The Timoshenko model is considered, and the equations are solved using the analytical methods and direct numerical simulation based on finite differences schemes and a Fortran code. The results obtained show that it is a good agreement between the results from the mathematical calculation and those obtained from the numerical simulation.</description><identifier>ISSN: 1024-123X</identifier><identifier>EISSN: 1563-5147</identifier><identifier>DOI: 10.1155/2021/7507329</identifier><language>eng</language><publisher>New York: Hindawi</publisher><subject>Bamboo ; Boundary conditions ; Civil engineering ; Composite beams ; Concrete ; Direct numerical simulation ; Epoxy adhesives ; Interfaces ; Interlayers ; Mathematical analysis ; Mathematical models ; Numerical methods ; Shear strain ; Shear strength ; Slip ; Transverse loads ; Viscoelasticity</subject><ispartof>Mathematical problems in engineering, 2021-08, Vol.2021, p.1-11</ispartof><rights>Copyright © 2021 Benoît Doumia et al.</rights><rights>Copyright © 2021 Benoît Doumia et al. This is an open access article distributed under the Creative Commons Attribution License (the “License”), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. 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The Timoshenko model is considered, and the equations are solved using the analytical methods and direct numerical simulation based on finite differences schemes and a Fortran code. The results obtained show that it is a good agreement between the results from the mathematical calculation and those obtained from the numerical simulation.</description><subject>Bamboo</subject><subject>Boundary conditions</subject><subject>Civil engineering</subject><subject>Composite beams</subject><subject>Concrete</subject><subject>Direct numerical simulation</subject><subject>Epoxy adhesives</subject><subject>Interfaces</subject><subject>Interlayers</subject><subject>Mathematical analysis</subject><subject>Mathematical models</subject><subject>Numerical methods</subject><subject>Shear strain</subject><subject>Shear strength</subject><subject>Slip</subject><subject>Transverse loads</subject><subject>Viscoelasticity</subject><issn>1024-123X</issn><issn>1563-5147</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2021</creationdate><recordtype>article</recordtype><sourceid>RHX</sourceid><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><recordid>eNp9kD1PwzAQhi0EEqWw8QMsMUKoz65je4SqlEoFBopgs1zHUVM5SXESVf33OG1nprt779F9vAjdAnkE4HxECYWR4EQwqs7QAHjKEg5jcR5zQscJUPZzia6aZkMiyUEO0PebadeuNG1hjcemyvB7V7pwqCbG287HVl3hOseRw_OqdcGbvQv40xfbXjZ4uauTxUGb-c5l-NmZ8hpd5MY37uYUh-jrZbqcvCaLj9l88rRILE1Fm6x4LpRRQEEIaW1qJQW3ykkmqMpSwcZSQm5Wipp4sSX9b4pLl0miUmoB2BDdHeduQ_3buabVm7oLVVypaXyfpYwoEqmHI2VD3TTB5XobitKEvQaie-t0b50-WRfx-yO-LqrM7Ir_6T_ECmuS</recordid><startdate>20210812</startdate><enddate>20210812</enddate><creator>Doumia, Benoît</creator><creator>Sanda Abo, Omarou</creator><creator>Nwagoum Tuwa, Peguy Roussel</creator><creator>Woafo, Paul</creator><general>Hindawi</general><general>Hindawi Limited</general><scope>RHU</scope><scope>RHW</scope><scope>RHX</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7TB</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>ARAPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>CWDGH</scope><scope>DWQXO</scope><scope>FR3</scope><scope>GNUQQ</scope><scope>HCIFZ</scope><scope>JQ2</scope><scope>K7-</scope><scope>KR7</scope><scope>L6V</scope><scope>M7S</scope><scope>P5Z</scope><scope>P62</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope><orcidid>https://orcid.org/0000-0001-6603-3436</orcidid></search><sort><creationdate>20210812</creationdate><title>Mathematical and Numerical Calculation of the Interlayer Slip of a Two-Layer Glued Beam</title><author>Doumia, Benoît ; 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subjects | Bamboo Boundary conditions Civil engineering Composite beams Concrete Direct numerical simulation Epoxy adhesives Interfaces Interlayers Mathematical analysis Mathematical models Numerical methods Shear strain Shear strength Slip Transverse loads Viscoelasticity |
title | Mathematical and Numerical Calculation of the Interlayer Slip of a Two-Layer Glued Beam |
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