Numerical and experimental analyses of multiple-dowel steel-to-timber joints in tension perpendicular to grain
The behaviour of dowel-type steel-to-timber joints loaded in tension perpendicular to grain is analyzed experimentally and numerically. Two main types of failures are observed in the experiments such as wood splitting and embedding. The experimental results are used to validate a three-dimensional (...
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| Veröffentlicht in: | Engineering structures 2009-10, Vol.31 (10), p.2357-2367 |
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| creator | Xu, B.H. Bouchaïr, A. Taazount, M. Vega, E.J. |
| description | The behaviour of dowel-type steel-to-timber joints loaded in tension perpendicular to grain is analyzed experimentally and numerically. Two main types of failures are observed in the experiments such as wood splitting and embedding. The experimental results are used to validate a three-dimensional (3D) non-linear finite element model. The non-linear model uses the Hill criterion to control the plastic yielding of wood material. The Hoffman failure criterion, controlling the damage evolution in wood, is used to take into account the brittle failure in shear and tension perpendicular to grain. The comparison with experimental results shows that the numerical results are in good agreement with them. The validated model is used to investigate the effect of some influential parameters on the splitting strength of the joints loaded in tension perpendicular to grain. Besides, the splitting strengths given by the numerical model are used to evaluate the accuracy of some analytical formulae available in the literature. |
| doi_str_mv | 10.1016/j.engstruct.2009.05.013 |
| format | Article |
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Two main types of failures are observed in the experiments such as wood splitting and embedding. The experimental results are used to validate a three-dimensional (3D) non-linear finite element model. The non-linear model uses the Hill criterion to control the plastic yielding of wood material. The Hoffman failure criterion, controlling the damage evolution in wood, is used to take into account the brittle failure in shear and tension perpendicular to grain. The comparison with experimental results shows that the numerical results are in good agreement with them. The validated model is used to investigate the effect of some influential parameters on the splitting strength of the joints loaded in tension perpendicular to grain. 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Two main types of failures are observed in the experiments such as wood splitting and embedding. The experimental results are used to validate a three-dimensional (3D) non-linear finite element model. The non-linear model uses the Hill criterion to control the plastic yielding of wood material. The Hoffman failure criterion, controlling the damage evolution in wood, is used to take into account the brittle failure in shear and tension perpendicular to grain. The comparison with experimental results shows that the numerical results are in good agreement with them. The validated model is used to investigate the effect of some influential parameters on the splitting strength of the joints loaded in tension perpendicular to grain. Besides, the splitting strengths given by the numerical model are used to evaluate the accuracy of some analytical formulae available in the literature.</description><subject>Applied sciences</subject><subject>Building structure</subject><subject>Buildings</subject><subject>Buildings. Public works</subject><subject>Computation methods. Tables. Charts</subject><subject>Construction (buildings and works)</subject><subject>Damage evolution</subject><subject>Exact sciences and technology</subject><subject>External envelopes</subject><subject>Finite element</subject><subject>Joints</subject><subject>Perpendicular to grain</subject><subject>Plastic criterion</subject><subject>Splitting strength</subject><subject>Structural analysis. Stresses</subject><subject>Three-dimensional model</subject><subject>Timber joint</subject><subject>Wood structure</subject><issn>0141-0296</issn><issn>1873-7323</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2009</creationdate><recordtype>article</recordtype><recordid>eNqFkE9v1DAQxS0EEkvhM-AL3BLGcf54j1UFBamCC5ytiT2pvHLsYDtAvz1etuqV0-iN3ryn-TH2VkArQIwfTi2F-1zSbkrbARxbGFoQ8hk7CDXJZpKdfM4OIHrRQHccX7JXOZ8AoFMKDix83VdKzqDnGCynP1tVK4Xyb4H-IVPmceHr7ovbPDU2_ibPcyHyTYlNcetMiZ-iCyVzF3ihkF0MvOZsFKwzu8fES-T3CV14zV4s6DO9eZxX7Menj99vPjd3326_3FzfNUZOY2nQmp4IhsFKtXQ4o5Sj6Wfbj_0woxqqEPMiBQpEIaZRKlVZ2NnYSUJnRnnF3l9ytxR_7pSLXl025D0GinvWsj8CKHU2ThejSTHnRIve6v-YHrQAfearT_qJrz7z1TDoyrdevnuswFzxLQmDcfnpvOugn3qhqu_64qP67y9HSWfjKBiyLlHNtNH9t-svKe-Ycg</recordid><startdate>20091001</startdate><enddate>20091001</enddate><creator>Xu, B.H.</creator><creator>Bouchaïr, A.</creator><creator>Taazount, M.</creator><creator>Vega, E.J.</creator><general>Elsevier Ltd</general><general>Elsevier</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>20091001</creationdate><title>Numerical and experimental analyses of multiple-dowel steel-to-timber joints in tension perpendicular to grain</title><author>Xu, B.H. ; Bouchaïr, A. ; Taazount, M. ; Vega, E.J.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c376t-adc4ee055d38f2aba336c4bd4645ba856c41bf31a1aa1176388101dbcd7302c63</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2009</creationdate><topic>Applied sciences</topic><topic>Building structure</topic><topic>Buildings</topic><topic>Buildings. Public works</topic><topic>Computation methods. Tables. Charts</topic><topic>Construction (buildings and works)</topic><topic>Damage evolution</topic><topic>Exact sciences and technology</topic><topic>External envelopes</topic><topic>Finite element</topic><topic>Joints</topic><topic>Perpendicular to grain</topic><topic>Plastic criterion</topic><topic>Splitting strength</topic><topic>Structural analysis. Stresses</topic><topic>Three-dimensional model</topic><topic>Timber joint</topic><topic>Wood structure</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Xu, B.H.</creatorcontrib><creatorcontrib>Bouchaïr, A.</creatorcontrib><creatorcontrib>Taazount, M.</creatorcontrib><creatorcontrib>Vega, E.J.</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Engineering structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Xu, B.H.</au><au>Bouchaïr, A.</au><au>Taazount, M.</au><au>Vega, E.J.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Numerical and experimental analyses of multiple-dowel steel-to-timber joints in tension perpendicular to grain</atitle><jtitle>Engineering structures</jtitle><date>2009-10-01</date><risdate>2009</risdate><volume>31</volume><issue>10</issue><spage>2357</spage><epage>2367</epage><pages>2357-2367</pages><issn>0141-0296</issn><eissn>1873-7323</eissn><coden>ENSTDF</coden><abstract>The behaviour of dowel-type steel-to-timber joints loaded in tension perpendicular to grain is analyzed experimentally and numerically. Two main types of failures are observed in the experiments such as wood splitting and embedding. The experimental results are used to validate a three-dimensional (3D) non-linear finite element model. The non-linear model uses the Hill criterion to control the plastic yielding of wood material. The Hoffman failure criterion, controlling the damage evolution in wood, is used to take into account the brittle failure in shear and tension perpendicular to grain. The comparison with experimental results shows that the numerical results are in good agreement with them. The validated model is used to investigate the effect of some influential parameters on the splitting strength of the joints loaded in tension perpendicular to grain. Besides, the splitting strengths given by the numerical model are used to evaluate the accuracy of some analytical formulae available in the literature.</abstract><cop>Kidlington</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.engstruct.2009.05.013</doi><tpages>11</tpages></addata></record> |
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| ispartof | Engineering structures, 2009-10, Vol.31 (10), p.2357-2367 |
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| source | ScienceDirect Journals (5 years ago - present) |
| subjects | Applied sciences Building structure Buildings Buildings. Public works Computation methods. Tables. Charts Construction (buildings and works) Damage evolution Exact sciences and technology External envelopes Finite element Joints Perpendicular to grain Plastic criterion Splitting strength Structural analysis. Stresses Three-dimensional model Timber joint Wood structure |
| title | Numerical and experimental analyses of multiple-dowel steel-to-timber joints in tension perpendicular to grain |
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