[1]王新玲,刘立新,候国安.钢筋混凝土纯扭和剪扭构件承载力计算公式的理论分析[J].郑州大学学报(工学版),1998,19(03):38-42.
Wang Xinling,Liu Lixin,waiting for Guoan.Theoretical analysis of the carrier concrete pure twist and shear component carrier capacity calculation formula[J].Journal of Zhengzhou University (Engineering Science),1998,19(03):38-42.
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钢筋混凝土纯扭和剪扭构件承载力计算公式的理论分析(
)
《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]
- 卷:
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19卷
- 期数:
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1998年03期
- 页码:
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38-42
- 栏目:
-
- 出版日期:
-
1998-12-01
文章信息/Info
- Title:
-
Theoretical analysis of the carrier concrete pure twist and shear component carrier capacity calculation formula
- 作者:
-
王新玲; 刘立新; 候国安
-
郑州工业大学土建系,郑州市园林局
- Author(s):
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Wang Xinling; Liu Lixin; waiting for Guoan
-
Zhengzhou University of Technology, Department of Civil Construction, Zhengzhou Garden Bureau
-
- 关键词:
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纯扭构件; 剪扭构件; 承载力公式
- Keywords:
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Pure twisting components; cutting parts; bearing capacity formula
- 文献标志码:
-
A
- 摘要:
-
运用空间桁架理论建立了受扭构件的受力模型，引用砼双向受力状态下强度理论和破坏准则推导了纯扭、剪扭构件承载力公式，并用规范公式进行分析，得出了剪扭构件的实用表达式，并和纯扭构件及纯剪构件承载力公式相衔接，使设计更为简便。
- Abstract:
-
The space truss theory was used to establish a stress model of the twisting components. The intensity theory and destruction criteria for reference in the two -way stress state derived the formula of the bearing capacity of the twist and cutting components, and analyzed the specification formula to obtain the practical expression of the cutting component, and connected with the carrying capacity of the pure twisting component and pure shear component to make the design easier.
更新日期/Last Update:
1900-01-01