摘要
对１４根Ｔ形截面、２根矩形截面钢筋砼双向压弯构件的正截面承载力及延性进行了试验研究，通过电算程序进行理论计算，电算结果与试验结果吻合较好．根据大量电算分析，揭示了该类构件正截面极限承载能力的变化规律．
Based on the experimental study of strength and ductility of 14 T section R.C.members and 2 rectangle section R.C.members,subjected to axial compression and biaxial bending,theore tical analysis by computation program is achieved.Satisfactory agreement between the analytical results and the experimental results is obtained.According to the analytical results the regularity of the ultimate strength variation for this kind of members is revealed.
出处
《天津大学学报》
EI
CAS
CSCD
1998年第1期1-10,共10页
Journal of Tianjin University(Science and Technology)
基金
天津市科委重点攻关项目
关键词
承载力
延性
T形截面
钢筋混凝土
压弯构件
T section R.C.members subjected to axial compression and biaxial bending,strength,ductility
