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受压区配筋量对矩形截面梁抗弯强度的影响
引用本文:王雪韵,许婷婷. 受压区配筋量对矩形截面梁抗弯强度的影响[J]. 山西建筑, 2006, 32(1): 65-66
作者姓名:王雪韵  许婷婷
作者单位:长安大学建筑工程学院
摘    要:从理论上分析了受压区配筋量对双筋矩形截面梁抗弯强度的影响规律,并提出了双筋矩形截面梁的钢筋压拉比及极限抗弯强度等概念,可供设计者参考使用。

关 键 词:双筋矩形截面梁  受压区配筋量  抗弯强度
文章编号:1009-6825(2006)01-0065-02
收稿时间:2005-09-02
修稿时间:2005-09-02

Theoretical analysis of the influence of quantity of reinforcement in compressed area on the bending strength of doubly reinforced beam of rectangle section
WANG Xue-yun,XU Ting-ting. Theoretical analysis of the influence of quantity of reinforcement in compressed area on the bending strength of doubly reinforced beam of rectangle section[J]. Shanxi Architecture, 2006, 32(1): 65-66
Authors:WANG Xue-yun  XU Ting-ting
Affiliation:WANG Xue-yun XU Ting-ting
Abstract:This paper theoretically analyses the influence regularity of compressed area on the bending strength of doubly reinforced rectangle section beam. It puts concepts of tension-compression ratio and ultimate bending strength of beam etc., to which reference can be made indesign.
Keywords:doubly reinforced beam of rectangle section   quantity of reinforcement in compressed area   bending strength
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