[1]王新玲,刘立新,于庆展.钢筋砼压扭和拉扭构件受力模型及承载力公式分析[J].郑州大学学报(工学版),1995,16(02):93-99.
Wang Xinling,Liu Lixin,Yu Qingzhan.Analysis of reinforced concrete twist and twisting component force model and bearing capacity formula[J].Journal of Zhengzhou University (Engineering Science),1995,16(02):93-99.
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钢筋砼压扭和拉扭构件受力模型及承载力公式分析(
)
《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]
- 卷:
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16
- 期数:
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1995年02期
- 页码:
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93-99
- 栏目:
-
- 出版日期:
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1995-02-28
文章信息/Info
- Title:
-
Analysis of reinforced concrete twist and twisting component force model and bearing capacity formula
- 作者:
-
王新玲; 刘立新; 于庆展
-
郑州工学院，郑州粮食学院
- Author(s):
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Wang Xinling; Liu Lixin; Yu Qingzhan
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Zhengzhou Institute of Technology, Zhengzhou Food Institute
-
- 关键词:
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压扭; 拉扭; 受力模型
- Keywords:
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Twist; twist; stress model
- 文献标志码:
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A
- 摘要:
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本文运用桁架理论建立了受扭构件受力模型，引用砼双向受力状态下强度理论和破坏准则推导出压扭和拉扭构件承载力公式，和现行规范（ＧＢＪ１０一８９）符合较好，验证了《规范》的合理性，并用试验结果检验了纯扭构件承载力计算公
- Abstract:
-
This article uses the truss theory to establish a twisting component stress model, quoting the strength theory and destruction guidelines in the two -way stress state and derived the formula of the bearing capacity of the pull -up component.
更新日期/Last Update:
1900-01-01