摘要
本文利用FRP材料对节段式体外预应力混凝土桥梁节段接缝力学性能和加强作用进行了初步研究。在开发非线性有限元全过程分析程序的基础上 。
The strengthening of composites in segmental zones externally prestressed was primarily studied. On the base of developing nonlinear FE program,we carried out the corresponding experimental research.
出处
《玻璃钢／复合材料》
CAS
CSCD
2003年第2期3-6,共4页
Fiber Reinforced Plastics/Composites
