摘要
通过对用于预应力混凝土的一种新型双压花锚具足尺寸试件的试验,研究这种锚具在持续荷载下的变形特点、不同持荷应力水平的影响以及锚具受持续荷载后的承载力等问题,并给出持续荷载阶段锚具变形计算的建议公式。
Full-size specimens of the double-ball anchorage system used in prestressed concrete structures were tested to investigate its behavior under sustained loads, its maximum load-carrying capacity and the influence of stress levels of sustained loads on its performance, The formula for estimating its deformation related to sustained loads is proposed.
出处
《工业建筑》
CSCD
北大核心
2006年第11期56-58,共3页
Industrial Construction
关键词
预应力混凝土
锚具
持续荷载
prestressed concrete anchorage sustained load