Load-carrying behavior of wound wooden tubes under axial compression

被引:0
|
作者
Heiduschke, A. [1 ]
Haller, P. [1 ]
机构
[1] Tech Univ Dresden, Inst Stahl & Holzbau, Fak Bauingenieurwesen, D-01062 Dresden, Germany
来源
BAUINGENIEUR | 2009年 / 84卷
关键词
TEXTILE REINFORCEMENTS; MECHANICAL-PROPERTIES;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The objective of this research project is to provide engineered wood products on the basis of formed wood profiles being optionally reinforced with technical fibers and textiles for structural purposes. This paper discusses the load-carrying behavior of lightweight timber columns with circular hollow cross section. Full-scale axial compression tests were conducted to evaluate the performance of the profiles. Due to the large moment of inertia the unreinforced tubes are capable to sustain high axial loadings. The compression tests on reinforced tubes demonstrated that load-carrying capacity and ductility of the timber profiles can be further enhanced by a fiber confinement. Standard design equations of the DIN 1052 and simple analytical models were applied to estimate the load-carrying capacity of the tubes and their failure mechanisms. The models were verified through the experimental data.
引用
收藏
页码:262 / 269
页数:8
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