国家自然科学基金(51278209)

作品数：5被引量：17H指数：2
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相关作者：黄勇陈誉冯然更多>>
相关机构：华侨大学合肥工业大学长江大学更多>>
相关期刊：《建筑结构学报》《Journal of Central South University》更多>>
相关主题：X承载力SHSDUCTILITY静力试验更多>>
相关领域：建筑科学金属学及工艺更多>>
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Behavior of galvanized steel tube subjected to web crippling
《Journal of Central South University》2016年第10期2705-2719,共15页黄淑琼 陈誉 王潮阳 杜国锋 
Projects(51278209,51378077,51478047)supported by the National Natural Science Foundation of China;Project(ZQN-PY110)supported by Promotion Program for Young and Middle-aged Teacher in Science and Technology Research of Huaqiao University,China;Project(2014FJ-NCET-ZR03)supported by Program for New Century Excellent Talents in Fujian Province University,China;Project(JA13005)supported by Incubation Program for Excellent Young Science and Technology Talents in Fujian Province Universities,China
The details of a research study of galvanized steel tube under web crippling were presented. A total of 48 galvanized steel square hollow sections with different boundary conditions, loading conditions, bearing length...
关键词：galvanized steel tube web crippling ultimate capacity finite element analysis calculation formulas 
Axial compression physical testing of traditional and bird beak SHS T-joints
《Journal of Central South University》2015年第6期2328-2338,共11页陈誉 王江 
Projects(51278209,51478047)supported by the National Natural Science Foundation of China;Project(2014FJ-NCET-ZR03)supported by the Program for New Century Excellent Talents in Fujian Provincial Universities,China;Project(JA13005)supported by the Incubation Program for Excellent Young Science and Technology Talents in Fujian Provincial Universities,China;Project(ZQN-PY110)supported by the Young and Middle-aged Academic Staff of Huaqiao University,China
The static tests of nine traditional and bird beak square hollow structure(SHS) T-joints with different β values and connection types under axial compression at brace end were carried out. Experimental test schemes, ...
关键词：bird beak SHS T-joints axial compression property physical testing ultimate axial compression capacity initial axial compression stiffness strain intensity distribution DUCTILITY 
Plate reinforced square hollow section X-joints subjected to in-plane moment被引量：3
《Journal of Central South University》2015年第3期1002-1015,共14页陈希湘 陈誉 陈栋芬 
Projects(51278209 and 51478047) supported by the National Natural Science Foundation of China;Project(ZQN-PY110) supported by Promotion Program for Young and Middle-aged Teacher in Science and Technology Research of Huaqiao University,China;Project(2014FJ-NCET-ZR03) supported by Program for New Century Excellent Talents in Fujian Province University,China;Project(JA13005) supported by Incubation Programme for Excellent Young Science and Technology Talents in Fujian Province Universities,China
The static test of 13 square hollow section(SHS) X-joints with different β and different types of plate reinforcement under in-plane moment in brace was carried out. Experimental test schemes, failure modes of specim...
关键词：failure analysis square hollow section（SHS） X-joints plate reinforcement types in-plane flexural property ultimate capacity initial stiffness strain strength distribution ductility 
X形圆管斜插板节点轴压性能试验研究被引量：14
《建筑结构学报》2015年第3期90-97,共8页陈誉 黄勇 冯然 
国家自然科学基金项目(51278209,51478047)
对10个X形圆管斜插板节点试件在插板轴压力作用下的承载性能进行单调加载试验研究。以插板厚度和插板平面与圆管轴线平面之间夹角为变化参数进行节点轴压性能试验,研究了X形圆管斜插板节点在插板轴压力作用下的破坏模式,分析了荷载-端...
关键词：X形圆管斜插板节点 轴压性能 静力试验 应变强度 承载力 
X型插板焊接方管节点轴压承载力的有限元分析
《郑州轻工业学院学报（自然科学版）》2014年第2期96-98,108,共4页黄勇 陈誉 
国家自然科学基金项目(51278209)
以X型插板焊接方管受压节点的试验数据为基础,运用ABAQUS软件对节点进行了模拟分析,校验了节点轴压极限承力、应变分布和破坏模式等方面的非线性有限元建模方法.研究结果表明:在承受轴压作用时,节点焊缝附近的插板局部屈曲,平面外失稳...
关键词：X型插板焊接方管节点 有限元分析 轴压极限承载力 
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