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截面尺寸变化对混凝土T形梁延性的影响
引用本文:宋建夏,金宝宏,倪晓,杨维武.截面尺寸变化对混凝土T形梁延性的影响[J].宁夏工程技术,2006,5(4):343-345,349.
作者姓名:宋建夏  金宝宏  倪晓  杨维武
作者单位:宁夏大学,土木与水利工程学院,宁夏,银川,750021
摘    要:采用接近钢筋混凝土受弯构件实际受力情况的基本假定,对T形截面延性进行了分析,推导了较为精确的T形截面受弯构件截面延性系数的计算公式,研究了截面几何尺寸的变化对T形截面梁延性的影响,并与矩形截面进行了对比分析.研究结果可为工程设计人员参考应用.

关 键 词:T形截面梁  截面延性  延性系数
文章编号:1671-7244(2006)04-0343-03
收稿时间:2006-05-31
修稿时间:2006-05-31

Calculation of ductility coefficient for reinforced concrete beam with T-shaped section
SONG Jian-xia,JIN Bao-hong,NI Xiao,YANG Wei-wu.Calculation of ductility coefficient for reinforced concrete beam with T-shaped section[J].Ningxia Engineering Technology,2006,5(4):343-345,349.
Authors:SONG Jian-xia  JIN Bao-hong  NI Xiao  YANG Wei-wu
Affiliation:College of Civil and Hydraulic Engineering, Ningxia University, Yinchuan 750021, China
Abstract:Based on the basic assumption of the actual internal forces of appro aching to reinforced concrete beam,the calculating formulas of coefficient of r einforced concrete beam with T-shaped section were presented according to the a nalytical results.The paper also studied the influence of section geomatric siz e changes on ductility of T-shaped section,and compared then with those of rec tangular section.The analytical results can be taken as references for engineer ing designers.
Keywords:T-shaped section of beam  ductility of section  ductility coeffici ent
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