Bibliographic Information
- Other Title
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- コウバン ソウニュウ シュウセイザイリョウ ノ センダンホセイ ケイスウ ノ スイテイ ホウホウ ニ ツイテ ノ ケントウ
- Consideration about estimation methods of shear coefficient for steel-plate-inserted glulam beams
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Abstract
Shear stiffness of glulam beams is very small compared with it's bending stiffness. While hybridization of glulam beams by inserted steel plates improve the bending stiffness, it does not so improve the shear stiffness. As a result ratio of shear deformation to bending deformation is greater in the steel-plate-inserted glulam beams than even in glulam-only beams. Therefore it is very important to estimate shear coefficient for the steel-plate-inserted glulam beams. In this study we analytically, numerically and experimentally estimate the shear coefficient of the aluminum-plate-inserted acrylic beams instead of steel-plate-inserted glulam beams, since we can easily know the shear modulus for the isotropic materials aluminum and acrylic. We discuss the validity and accuracy of each estimation method.
Journal
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- Scientific and technical reports of Graduate school of Engineering and Resource Science, Akita University
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Scientific and technical reports of Graduate school of Engineering and Resource Science, Akita University 32 23-28, 2011-10-31
秋田大学大学院工学資源学研究科
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Details 詳細情報について
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- CRID
- 1050282677540035968
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- NII Article ID
- 110009209372
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- NII Book ID
- AA12500403
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- ISSN
- 21861382
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- HANDLE
- 10295/1913
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- NDL BIB ID
- 023383854
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- Text Lang
- ja
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- Article Type
- departmental bulletin paper
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- Data Source
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- IRDB
- NDL
- CiNii Articles