摘要
根据大量的试验研究，不但获得了冷轧扭钢筋混凝土受弯构件裂缝的形成和发展过程，并推导和建立了最大裂缝宽度的计算公式及相应的参数，为冷轧拉钢筋混凝土构件的设计计算和应用提供数据。
On the basis of a large member of tests,the formation and propagation of cracks of concrete flexural member reinforced with cold-rolled-twisted bars are found,the formula of calculating the maximum crack width is established, corresponding parameters are also given.
出处
《浙江工业大学学报》
CAS
1996年第1期71-76,共6页
Journal of Zhejiang University of Technology
关键词
冷轧
钢筋混凝土
受弯构件
裂缝宽度
Cold-rolled-twisted bar
Flexural member
Crack
Crack width
