<b>Shear and longitudinal modulus of elasticity in wood: relations based on static bending tests
Improve quality of timber structures design is an aim that must be systematically sought by engineers in this area. An important topic that can contribute directly to be achieved in this subject is the more consistent knowledge related to structural properties of wood. Know values of longitudinal mo...
| Main Authors: | , , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Universidade Estadual de Maringá
2017-09-01
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| Series: | Acta Scientiarum: Technology |
| Subjects: | |
| Online Access: | http://periodicos.uem.br/ojs/index.php/ActaSciTechnol/article/view/30512 |
| _version_ | 1828941006377058304 |
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| author | Francisco Antonio Rocco Lahr André Luis Christoforo Luciano Donizeti Varanda Eduardo Chahud Victor De Almeida Araújo Luiz Antonio Melgaço Nunes Branco |
| author_facet | Francisco Antonio Rocco Lahr André Luis Christoforo Luciano Donizeti Varanda Eduardo Chahud Victor De Almeida Araújo Luiz Antonio Melgaço Nunes Branco |
| author_sort | Francisco Antonio Rocco Lahr |
| collection | DOAJ |
| description | Improve quality of timber structures design is an aim that must be systematically sought by engineers in this area. An important topic that can contribute directly to be achieved in this subject is the more consistent knowledge related to structural properties of wood. Know values of longitudinal modulus of elasticity (E) and shear modulus (G) is essential for proper evaluation of plate structures performance, as example. It has been usual to adopt statistical equivalence for E and G values in plans longitudinal-radial and longitudinal-tangential, although experimental confirmation of this hypothesis is required. In this context, the aim of this work is to determine values of ELR, ELT, GLR and GLT, based on static bending tests, to five dicotyledonous species. Results showed statistical equivalence between the elastic properties in both plans, and the relation E = 35G was obtained for the five wood species here considered. |
| first_indexed | 2024-12-14T03:29:24Z |
| format | Article |
| id | doaj.art-970f92b8d1b745a8b9d684cb6c59b8ff |
| institution | Directory Open Access Journal |
| issn | 1806-2563 1807-8664 |
| language | English |
| last_indexed | 2024-12-14T03:29:24Z |
| publishDate | 2017-09-01 |
| publisher | Universidade Estadual de Maringá |
| record_format | Article |
| series | Acta Scientiarum: Technology |
| spelling | doaj.art-970f92b8d1b745a8b9d684cb6c59b8ff2022-12-21T23:18:48ZengUniversidade Estadual de MaringáActa Scientiarum: Technology1806-25631807-86642017-09-0139443343710.4025/actascitechnol.v39i4.3051216337<b>Shear and longitudinal modulus of elasticity in wood: relations based on static bending testsFrancisco Antonio Rocco Lahr0André Luis Christoforo1Luciano Donizeti Varanda2Eduardo Chahud3Victor De Almeida Araújo4Luiz Antonio Melgaço Nunes Branco5Universidade de São PauloUniversidade Federal de São CarlosUniversidade Federal de São CarlosUniversidade Federal de Minas GeraisUniversidade de São PauloFaculdade FUMECImprove quality of timber structures design is an aim that must be systematically sought by engineers in this area. An important topic that can contribute directly to be achieved in this subject is the more consistent knowledge related to structural properties of wood. Know values of longitudinal modulus of elasticity (E) and shear modulus (G) is essential for proper evaluation of plate structures performance, as example. It has been usual to adopt statistical equivalence for E and G values in plans longitudinal-radial and longitudinal-tangential, although experimental confirmation of this hypothesis is required. In this context, the aim of this work is to determine values of ELR, ELT, GLR and GLT, based on static bending tests, to five dicotyledonous species. Results showed statistical equivalence between the elastic properties in both plans, and the relation E = 35G was obtained for the five wood species here considered.http://periodicos.uem.br/ojs/index.php/ActaSciTechnol/article/view/30512static bending testtimbershear moduluslongitudinal modulus of elasticity. |
| spellingShingle | Francisco Antonio Rocco Lahr André Luis Christoforo Luciano Donizeti Varanda Eduardo Chahud Victor De Almeida Araújo Luiz Antonio Melgaço Nunes Branco <b>Shear and longitudinal modulus of elasticity in wood: relations based on static bending tests Acta Scientiarum: Technology static bending test timber shear modulus longitudinal modulus of elasticity. |
| title | <b>Shear and longitudinal modulus of elasticity in wood: relations based on static bending tests |
| title_full | <b>Shear and longitudinal modulus of elasticity in wood: relations based on static bending tests |
| title_fullStr | <b>Shear and longitudinal modulus of elasticity in wood: relations based on static bending tests |
| title_full_unstemmed | <b>Shear and longitudinal modulus of elasticity in wood: relations based on static bending tests |
| title_short | <b>Shear and longitudinal modulus of elasticity in wood: relations based on static bending tests |
| title_sort | b shear and longitudinal modulus of elasticity in wood relations based on static bending tests |
| topic | static bending test timber shear modulus longitudinal modulus of elasticity. |
| url | http://periodicos.uem.br/ojs/index.php/ActaSciTechnol/article/view/30512 |
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