摘要
进行了３０多根钢筋锈蚀前后的混凝土受弯和受压构件的试验，研究了锈蚀后构件的受力性能和破坏形态，提出了钢筋锈蚀后受弯、轴心受压和大小偏心受压构件的承载能力计算方法。
Tests of concrete bending and compression members of more than 30 rebars before and after their corrosions are conducted. The stressed property and failure pattern of the member with corroded rebars are researched. Calculation methods of bearing capacities of bending, concentric and eccentric compression members with corroded rebars are also proposed, which can provide scientific basis for compiling regulations and qppraising structure reliability.
出处
《工业建筑》
CSCD
北大核心
1997年第6期14-18,57,共6页
Industrial Construction
基金
建设部科研项目
冶金部科研项目
