摘要
通过大吨位锚固区混凝土模型试验及 SAP91有限元计算分析,论证了锚固区混凝土的抗裂性及极限承载能力,分析了锚下裂纹对承载能力的影响,提出了探索性的建议。并简要介绍了STM 理论。
Based on the model tests and finite element calculation with SAP91 for concrete at heavy tonnage anchorage zone, the crazing resistance and ultimate carrying capacity of the concrete thereof are demonstrated. The influences of crazing under the anchorage upon the carrying capacity are analyzed, and exploratory proposals are made. Additionally, STM theories are briefed and some empirical understandings are obtained.
出处
《桥梁建设》
EI
CSCD
北大核心
1999年第4期13-17,共5页
Bridge Construction
关键词
锚固区
混凝土
承载力
裂缝
桥梁
anchorage zone, concrete, crazing resistance, carrying capacity, ultimate load, crazing, model test