柱脚锚栓抗剪机理及其抗剪承载力  

Shear Mechanism and Shear Capacity of Anchor Bolts

作　　者：童根树[1] Genshu Tong(Institute of High Performance Structures,Zhejiang University,Hangzhou 310058,China)

机构地区：[1]浙江大学高性能结构研究所,杭州310058

出　　处：《钢结构（中英文）》2022年第7期52-54,共3页Steel Construction（Chinese & English）

摘　　要：介绍了锚栓受剪时在锚栓杆内产生拉力的机理,描述了锚栓抗剪受力的三阶段,提出了用于抗剪设计的锚栓抗剪承载力和锚栓极限抗剪承载力计算公式。Mechanism of tension development in anchor bolts when they are in shear is described.Three stages of action are detected when the bolts are in shear.A formula for shear capacity used in design and a formula for ultimate shear capacity are proposed.

关 键 词：锚栓 抗剪承载力 

分 类 号：TU37[建筑科学—结构工程]