Structural analysis of FRP reinforced polymer concrete material

被引:5
|
作者
San-Jose, J. Tomas
Vegas, Inigo
Meyer, Find
机构
[1] LABEIN, Vizcaya 48160, Spain
[2] Univ Basque Country, ESI Bilbao, Bilbao 48013, Spain
[3] Carl Bro AS, DK-5230 Odense M, Denmark
关键词
bearing capacity; GFRP; polymer concrete;
D O I
10.1016/j.conbuildmat.2005.06.012
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The paper deals with a study of precast elements made of polyester polymer concrete (PPC) reinforced with glass fibre rebars (GFRP). The paper describes the properties of the materials, which were tested on a microscopic scale using different experimental techniques such as porosimetry, scanning electron microscopy and petrography. Likewise, characterisation in a macro-scale was carried out to define the mechanical properties of the material (modulus of elasticity, stress-strain curve, ultimate strength and bond). Based on the latter properties, a relatively simple method is presented to estimate the ultimate bearing capacity of beams under bending load. The calculation method has been verified by testing beams and full-scale elements. (c) 2005 Elsevier Ltd. All rights reserved.
引用
收藏
页码:971 / 981
页数:11
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