| 开孔简支板格的剪切屈曲分析 |
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| 引用本文： | 王建忠,洪英,初艳玲,吴剑国.开孔简支板格的剪切屈曲分析[J].造船技术,2012(1):27-30. |
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| 作者姓名： | 王建忠 洪英 初艳玲 吴剑国 |
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| 作者单位： | 1. 浙江工业大学 建筑工程学院,杭州,310014
2. 中国船级社上海规范研究所,上海,200135 |
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| 摘 要： | 目前CSR规范尚未对开孔较大的简支板格的剪切屈曲进行规定。针对这一点,采用结构非线性有限元数值分析方法,进行了一系列开孔简支板格的弹性剪切屈曲和塑性剪切屈曲的剪切极限承栽力计算分析,以尝试得出上述的屈曲能力,为规范的修订奠定基础。
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| 关 键 词： | 大开孔板格 剪切屈曲 极限承载力 CSR规范 |
Shear Buckling Analysis for Simply Supported Plate Panel with Larger Opening |
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| WANG Jian-zhong
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HONG Ying
,
CHU Yan-ling
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Wu Jian-guo.Shear Buckling Analysis for Simply Supported Plate Panel with Larger Opening[J].Journal of Marine Technology,2012(1):27-30. |
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| Authors: | WANG Jian-zhong HONG Ying CHU Yan-ling Wu Jian-guo |
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| Institution: | 1 (1. College of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou 310014, China 2. China Classification Society Shanghai Institute, Shanghai 200135, China) |
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| Abstract: | So far, there is lack of solution for shear buckling on simpl panel with larger opening in current Common Structural Rule（CSR）. This to seek the solution by non-linear FEA method trying to obtain the elastic y supported plate paper shows how and plastic shear buckling capacities on sets of simply supported plate panels with larger opening. The outcome can be introduced in the CSR in the future. Keywords |
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| Keywords: | Plate panel with large opening CSR rule Shear buckling Ultimate bearing capacity |
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