摘要
基于长短期荷载试验 ,对混凝土板和钢梁均施加预应力的新型预应力组合梁的破坏形态、预应力损失、预应力筋的极限应力、抗弯承载力、长短期变形等力学性能进行了较为深入的研究 ,并系统地提出了有关设计建议 .
Based on experiments under short-term and long-term loads,studies on failure patterns,prestressing loss,ultimate stress of tendons,bending capacity,short-term and long-term deflections of new-type prestressed steel-concrete composite beams with prestressed concrete slabs and prestressed steel beams are studied in detail,and the corresponding design suggestions are systematically put forward.
出处
《同济大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
2003年第3期268-272,共5页
Journal of Tongji University:Natural Science
基金
上海市科技发展基金资助项目 ( 992 0 12 0 44 )
关键词
新型预应力组合梁
短期性能
长期性能
设计
new-type prestressed steel-concrete composite beam
performance under short-term load
performance under long-term loads
design
