上海交通大学学报(自然版) ›› 2012, Vol. 46 ›› Issue (08): 1269-1273.
姬振华,王德禹
收稿日期:2011-10-12
出版日期:2012-08-31
发布日期:2012-08-31
JI Zhen-Hua, WANG De-Yu
Received:2011-10-12
Online:2012-08-31
Published:2012-08-31
摘要: 针对由横向密加筋板组成的散货船舷侧板承担着较大的面内剪切载荷,而散货船共同结构规范中加筋弯曲刚度设计考虑的是舷外水压力,并没有考虑剪切载荷的问题,研究在剪切载荷作用下横向密加筋板的加筋弯曲刚度门槛值.通过改变加筋的高度,可以改变加筋弯曲刚度,从而使加筋板的剪切屈曲强度和极限强度也随之变化.根据加筋板的纯剪切弹性屈曲强度和极限强度等于材料的剪切屈服极限,找出2种加筋弯曲刚度的门槛值,并把这2种加筋弯曲刚度值与AASHTO规范所得值进行对比分析.结果表明,应由剪切极限强度分析来确定横向密加筋板的无量纲加筋弯曲刚度门槛值.
中图分类号:
姬振华, 王德禹. 纯剪切横向密加筋板的加筋弯曲刚度门槛值 [J]. 上海交通大学学报(自然版), 2012, 46(08): 1269-1273.
JI Zhen-Hua, WANG De-Yu. Threshold Value of Stiffener Bending Rigidity of Transverse Densely Stiffened Plate Under Pure Shear[J]. Journal of Shanghai Jiaotong University, 2012, 46(08): 1269-1273.
| [1]Alinia M M, Habashi H R, Khorram A. Nonlinearity in the postbuckling behavior of thin steel shear panels[J].ThinWalled Structures, 2009, 47(4): 412420.[2]Alinia M M, Gheitasi A, Erfani S . Plastic shear buckling of unstiffened stocky plates[J].Journal of Constructional Steel Research,2009,65(89):16311643.[3]Gheitasi A, Alinia M M. Slenderness classification of unstiffened metal plates under shear loading[J].ThinWalled Structures, 2010,48(7):508518.[4]Alinia M M, Sarraf Shirazi R. On the design of stiffeners in steel plate shear walls[J].Journal of Constructional Steel Research,2009,65(1011):20692077.[5]Lee S C, Yoo C H. Strength of plate girder web panels under pure shear[J].Journal of Structural Engineering, 1998, 124(2):184194.[6]Lee S C, Yoo C H. Experimental study on ultimate shear strength of web panels[J].Journal of Structural Engineering, 1999,125(8):847853.[7]Yoo C H, Lee S C. Mechanics of web panel postbuckling behavior in shear[J].Journal of Structural Engineering,2006, 132(10):15801589.[8]邵青,何宇廷.复合材料加筋板剪切稳定性研究[J].航空精密制造技术, 2010,46(6): 4648.SHAO Qing, HE Yuting. Study on shear stability performance of composite stiffened panel[J]. Aviation Precision Manufacturing Technology, 2010,46(6): 4648.[9]王平安,矫桂琼,王波,等.复合材料加筋板在剪切载荷下的屈曲特性研究[J].机械强度,2009, 31(1): 078082.WANG Pingan,JIAO Guiqing, WANG Bo, et al. Buckling performance analysis of stiffened composite plate under shear loading[J]. Journal of Mechanical Strength,2009, 31(1): 078082.[10]Alinia M M. A study into optimization of stiffeners in plates subjected to shear loading[J]. ThinWalled Structures, 2005, 43(5):845860.[11]Mijuskovic O, Coric B, Pavlovic M N. Transversestiffener requirements for the postbuckling behavior of a plate in shear[J].ThinWalled Structures, 1999,34(1):4363.[12]American Association of State Highway and Transportation Officials.AASHTO LRFD,bridge design specifications[M]. Washington DC: American Association of State Highway and Transportation Officials,2005.[13]Shama M A. Shear stresses in bulk carriers due to shear loading[J].Journal of Ship Research, 1975,19(3):155163.[14]IACS. Common structural rules for bulk carriers[M]. London: International Association of Classification Societies, 2006.[15]胡勇,崔维成.散货船碰撞损伤后的剪切极限强度[J].船舶力学,2004,8(4):6879.HU Yong, CUI Weicheng. Ultimate shear strength of bulk carrier with collision damage [J]. Journal of Ship Mechanics,2004,8(4):6879. |
| [1] | 张湘跃, 赵宝祥, 陈力, 刘贤玉, 易涤非, 冯猛, 陈土顺, 张权. 节点柔性理论对导管架平台强度分析的影响研究[J]. 海洋工程装备与技术, 2024, 11(1): 30-36. |
| [2] | 贺文选, 叶茂盛, 张雨, 张雅泰, 代晓辉, 张崎. 悬挂链在磨损条件下的极限强度评估[J]. 海洋工程装备与技术, 2024, 11(1): 23-29. |
| [3] | 陈松坤,王德禹. 基于神经网络的蒙特卡罗可靠性分析方法[J]. 上海交通大学学报, 2018, 52(6): 687-692. |
| [4] | 徐芹所, 庄新村, 方勇勇, 王涛, 赵震. 一种新的金属板料双向压缩剪切试验方法[J]. 上海交通大学学报, 2015, 49(10): 1510-1515. |
| [5] | 熊志鑫1,罗培林2. 深潜器耐压壳极限强度的模量算法[J]. 上海交通大学学报(自然版), 2014, 48(04): 498-501. |
| [6] | 张炜1, 蒲映超2, 唐文勇1, 张圣坤1. 考虑脱层损伤模式的复合材料船体梁极限强度分析[J]. 上海交通大学学报(自然版), 2012, 46(03): 394-397. |
| [7] | 师桂杰,王德禹. 集装箱船弯扭极限强度的相似模型分析[J]. 上海交通大学学报(自然版), 2010, 44(06): 782-0786. |
| 阅读次数 | ||||||
|
全文 |
|
|||||
|
摘要 |
|
|||||