摘要
将 HRB400 钢筋用于混凝土构件,通过集中荷载作用下 T 型截面简支梁的试验,研究分析了高强钢筋混凝土简支梁的抗剪工作性能,斜裂缝出现和扩展特征,并对影响梁的斜向开裂荷载及裂缝发展的因素进行了讨论.
Based on the experiment of T section concrete beams using HRB400 steel under concentrated load. The shear behavior, apparent and development of diagonal crack of the beams using high-strength steel were analyzed. The factors of influencing with cracking load and development of crack were discussed in the paper.
出处
《河北工业大学学报》
CAS
2004年第1期41-43,共3页
Journal of Hebei University of Technology
关键词
高强钢筋
斜裂缝宽度
开裂荷载
high-strength steel
diagonal crack width
cracking load
