

浏览全部资源
扫码关注微信
1. 华南理工大学土木与交通学院
2. 中山大学力学系
Published:2010
移动端阅览
杨怡, 刘济科. Effect of a Small Rectangular Hole on Stress Concentration of Thin Plate under Bending Loads[J]. 2010, 31(4): 338-343.
对于内含矩形小孔的弹性薄板的应力集中问题
传统的解决办法是运用数值计算方法或者保角变换并得到数值解.基于弹性理论和有限元方法
针对矩形薄板的特性建立了具有循环周期性的控制方程
并应用U变换技术
得到具有3个自由度的位移方程
给出级数形式的位移解析解
矩形孔的长宽比是解的一个参数;然后
可以很方便地由结点位移讨论薄板弯曲的内力和应力集中系数.文中给出一个具体的算例
当薄板受到单向弯曲荷载作用时
利用四结点12自由度薄板弯曲非协调单元得到内力的解
并且改变矩形孔的长宽比
讨论了矩形孔形状对于应力集中系数的影响.研究结果表明:当长宽比等于1时
应力集中系数为1.591 1
并且随着长宽比的增大而迅速增大
随着长宽比的减小而平缓下降.
The stress concentration due to a rectangular hole in thin plate under bending loads and the effect of the rectangular hole′s shape on the maximum bending moment were studied.In order to establish a governing equation with cyclic periodicity
the disadjust made by the hole may be regarded as an additional loading which including the hole′s displacement.Based on the theory of elasticity
FEM and the U-transformation technique
the displacement equations with 3-DOF of each element′s nodes were derived.The displacement solutions were provided in series form.And then the internal force can be discussed easily.For the plate subjected to unidirectional bending loads
the non-conforming plate bending element with four nodes and 12-DOF was taken as examples.The maximum bending moments under different hole′s shape were discussed.The solutions show that the stress concentration factor equals to 1.591 1 when the ratio of the length to width of the hole is 1
and grows rapidly when the ratio increases
then grows down slowly when the ratio decreases.
Savin G N.Stress Concentration Around Holes[M].New York:Pergamon Press,1961.
Timoshenko S P,Goodier J N.Theory of Elasticity[M].2nd Ed.New York:McGraw-Hill,1951.
Pilkey W D.Peterson′s Stress Concentration Factors[M].2nd Ed.New York:John Wiley and Sons,1997.
Young W C,Budynas R G.Roark′s Formulas for Stress and Strain[M].7nd Ed.New York:McGraw-Hill,2002.
Troyani N,Gomes C,Sterlacci G.Theoretical stress concentration factor for short rectangular plates with centeredcircular holes[J].Journal of Mechanical Design,Transactions of the ASME,2002,124:126-128.
Zienkiewicz O C,Taylor R L.The Finite Element Method[M].7nd Ed.Elsevier Science&Technology Books,2000.
Jain N K,Mittal N D.Finite element analysis for stress concentration and deflection in isotropic orthotropic andlaminated composite plates with central circular hole under transverse static loading[J].Materials Science andEngineering A,2008,498:115-124.
Kubair D V,Bhanu-Chandar B.Stress concentration factor due to a circular hole in functionally graded panels underuniaxial tension[J].International Journal of Mechanical Sciences,2008,50(4):732-742.
Toubal L,Karama M,Lorrain B.Stress concentration in a circular hole in composite plate[J].CompositeStructures,2005,68(1):31-36.
Younis N T.Assembly stress for the reduction of stress concentration[J].Mechanics Research Communications,2006,33(6):837-845.
Cai C W,Liu J K,Chan H C.Exact Analysis of Bi-Periodic Structures[M].Singapore:World Scientific,2002.
Chan H C,Cai C W,Cheung Y K.Exact Analysis of Structures with Periodicity Using U-transformation[M].Singapore:World Scientific,1998.
Yang Y,Cai M,Liu J K.Convergence studies on static and dynamic analysis of beams by using the U-trans-formation method and finite difference method[J].Structural Engineering and Mechanics,2009,31(4):383-392.
Yang Y,Liu J K,Huang P Y.Exact convergence studies on static and dynamic analyses of plates by using thedouble U-transformation and the finite element method[J].Journal of Sound and Vibration,2007,305(1-2):85-96.
Yang Y,Liu J K,Cai C W.Analytical solutions to stress concentration problem in plates containing a rectangularhole under biaxial tensions[J].Acta Mechanica Solida Sinica,2008,21(5):411-419.
华东水利学院.弹性力学问题的有限单元法[M].北京:水利电力出版社,1978.
0
Views
383
下载量
0
CSCD
Publicity Resources
Related Articles
Related Author
Related Institution
京公网安备11010802024621