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《Fujian Building Materials》 2008-06
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Compressive Capacity of Cross Section Research on Columns Confined by CFS under Eccentric Compression Load

XU Jing-tian LIU Zheng LI Qian Kunming University of Science and Technology,yunnan kunming 650093  
This article theoretically analyzes the stress states of concrete eccentric loading columns reinforcement with carbon fiber,and deduced the calculation formula for bearing capacity of eccentric loading columns reinforcement with carbon fiber on the foundation of the basic assumption.And the article draws the conclusion that the carbon fiber is suitable for reinforcing concrete small eccentric loading columns which the maximal bearing capacity of compression resistance can improve 1.64 times,not for the large one.
【CateGory Index】: TU375.3
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