典型文献
Secondary transfer length and residual prestress of fractured strand in post-tensioned concrete beams
文献摘要:
An experimental study is performed on five post-tensioned concrete beams to explore the effects of different fracture positions on secondary transfer length and residual prestress of fractured strand.A numerical model is developed and used to predict the secondary transfer length and residual prestress of fractured strand in post-tensioned concrete beams.The model change interaction,which can deactivate and reactivate the elements for simulating the removal and reproduction of parts of the model,is used to reproduce the secondary anchorage of fractured strand.The numerical model is verified by experimental results.Results shows that the fractured strand can be re-anchored in concrete through the secondary anchorage,and the secondary transfer length of fractured strand with the diameter of 15.2 mm is 1133 mm.The residual prestress of fractured strand increases gradually in the secondary transfer length,and tends to be a constant beyond it.When the fractured strand is fully anchored in concrete,a minor prestress loss will appear,and the average prestress loss is 2.28%in the present study.
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作者姓名:
Lizhao DAI;Wengang XU;Lei WANG;Shanchang YI;Wen CHEN
作者机构:
School of Civil Engineering,Changsha University of Science and Technology,Changsha 410114,China;Laboratory of Microstructures and Material Mechanics,University of Lorraine,Metz 57045,France
文献出处:
引用格式:
[1]Lizhao DAI;Wengang XU;Lei WANG;Shanchang YI;Wen CHEN-.Secondary transfer length and residual prestress of fractured strand in post-tensioned concrete beams)[J].结构与土木工程前沿,2022(03):388-400
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AB值:
0.395479
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