Reinforcement of bent timber beams in historic buildings

被引:0
|
作者
Jasienko, J. [1 ]
Nowak, T. [1 ]
Bednarz, L. [1 ]
机构
[1] Wroclaw Univ Technol, Inst Bldg Engn, PL-50370 Wroclaw, Poland
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D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents an analysis of static performance after reinforcement using inserts such as: steel sheets/plates, steel bars and CRFP (Carbon Fibre Reinforced Polymer) strips. The analysis focuses on the deformation and load-bearing capacity of bent sections of solid wood reinforced with bonded in inserts. Test results of models in technical scale have been presented.
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页码:325 / 330
页数:6
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