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| 用双剪屈服准则对钢筋混凝土板进行塑性铰线的极限分析 | |
| 引用本文： | 范存新,陈家瑾,谢小明,薛松涛.用双剪屈服准则对钢筋混凝土板进行塑性铰线的极限分析[J].固体力学学报,2002,23(3):340-346. |
| 作者姓名： | 范存新 陈家瑾 谢小明 薛松涛 |
| 作者单位： | 1. 苏州科技学院土木工程系,苏州,215011;同济大学工程结构与防灾研究所,上海,200092 2. 苏州科技学院土木工程系,苏州,215011 3. 同济大学工程结构与防灾研究所,上海,200092 |
| 摘 要： | 利用双剪屈服准则建立了用机动法计算钢筋混凝土薄板极限载荷的新的塑性铰线理论，并导出了双向布置钢筋的钢筋混凝土板的屈服条件，实例计算表明其更符合实验结果。 |
| 关 键 词： | 双剪屈服准则 钢筋混凝土板 塑性铰线 极限分析 劝法 双向布置钢筋 屈服条件 |
| 修稿时间： | 2001年2月21日 |
LIMIT ANALYSIS OF THE PLASTIC HINGED LINES FOR THE REINFORCED CONCRETE PLATES USING THE TWIN SHEAR STRESS YIELD CRITERION |
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| Fan Cunxin , Chen Jiajin Xie Xiaoming Xue Songtao.LIMIT ANALYSIS OF THE PLASTIC HINGED LINES FOR THE REINFORCED CONCRETE PLATES USING THE TWIN SHEAR STRESS YIELD CRITERION[J].Acta Mechnica Solida Sinica,2002,23(3):340-346. | |
| Authors: | Fan Cunxin Chen Jiajin Xie Xiaoming Xue Songtao |
| Institution: | Fan Cunxin 1,2 Chen Jiajin 1 Xie Xiaoming 1 Xue Songtao 2 |
| Abstract: | A new theory of the plastic hinged lines for the limit load calculation of the reinforced concrete plates is established. Then the yield conditions of the reinforced concrete plates with bilateral layout are derived employing the twin shear stress yield criterion. The calculation result using this method are more accordant to the experiment result comparing with the previous theory. |
| Keywords: | limit analysis plastic hinged lines twin shear stress yield criterion |
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