[1]高丹盈.钢纤维钢筋混凝土梁曲率延性的简化计算[J].郑州大学学报(工学版),1992,13(02):6-12.
　Gao Danying,Simplified calculation of steel fiber reinforced concrete beam curvature rate[J].Journal of Zhengzhou University (Engineering Science),1992,13(02):6-12.
点击复制

钢纤维钢筋混凝土梁曲率延性的简化计算()
分享到：

《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
13卷
期数:
1992年02期
页码:
6-12
栏目:
出版日期:
1992-06-28

文章信息/Info

Title:
Simplified calculation of steel fiber reinforced concrete beam curvature rate
作者:
高丹盈;
郑州工学院,
Author(s):
Gao Danying;
Zhengzhou Institute of Technology,
关键词:
钢纤维钢筋混凝土梁; 延性; 弯矩和曲率
Keywords:
Steel fiber reinforced concrete beam;  delay;  bending moment and curvature
文献标志码:
A
摘要:
本文以简化的钢筋与钢纤维混凝土应力应变关系为基础,讨论钢纤维钢筋混凝土梁截面的弯矩曲率关系以及钢纤维含量特征参数、纵筋配筋率等因素对梁曲率延性的影响.
Abstract:
Based on the simplified reinforcement and steel fiber concrete stressing relationship, this article discusses the effects of steel fiber reinforced concrete beam cross section and the effects of steel fiber content feature parameters, longitudinal tendon dignitaries and other factors.

相似文献/References:

[1]赵必大、蔡扬政、姚泽阳.KK形圆管相贯节点平面外受弯抗震性能研究[J].郑州大学学报(工学版),2021,42(02):7.[doi:10.13705/j.issn.1671-6833.2021.02.012]
　ZHAO Bida,CAI Yangzheng,YAO Zeyang.Study on Seismic Behavior of Unstiffened Circular Hollow Section KK-joints under Out-of-plane Bending[J].Journal of Zhengzhou University (Engineering Science),2021,42(02):7.[doi:10.13705/j.issn.1671-6833.2021.02.012]
[2]焦文红,毕苏萍.关于钢纤维砼在局部压力作用下的强度和延性的研究[J].郑州大学学报(工学版),1998,19(04):89.
　Jiao Wenhong,Bi Suping.Research on the intensity and delay of steel fiber concrete under local pressure[J].Journal of Zhengzhou University (Engineering Science),1998,19(02):89.
[3]张启明,荆亚丽.桩与桩帽连接节点受变特性的试验研究[J].郑州大学学报(工学版),1997,18(02):56.
　Zhang Qiming,Jing Yali.Test research on the characteristics of piles and pile hats connecting nodes[J].Journal of Zhengzhou University (Engineering Science),1997,18(02):56.

更新日期/Last Update: 1900-01-01