[1] Ahmad S,Irons B M,Zienkiewiecz O C.Analysis of thick and thin shell structures by curved finiteelements[J].Internat J Numer Methods Engrg,1970,2(2):419-451. [2] Belytschko T,Stolarski H,Liu W K,et al.Stress projection for membrane and shear lockling inshell finite elements[J].Comput Methods Appl Mech Engrg,1985,51(1-3):221-258. [3] Zienkiewiecz O C,Taylor R C,Too J M.Reduced integration techniques in general analysis ofplates and shells[J].Internat J Numer Methods Engrg,1971,3(2):275-290. [4] Hughes T J R,Talor R L,Kanok-nukulchai W.A simple and efficient finite element for plate bend2ing[J].Internat J Numer Methods Engrg,1977,11(10):1529-1547. [5] MacNeal R H.A simple quadrilateral shell element[J].Comput&Structures,1978,8(2):175-183. [6] Huang H C,Hinton E.A nine node Lagrangian Mindlin plate element with enhanced shear interpola2tion[J].Engrg Comput,1984,1(3):369-379. [7] Hinton E,Huang H C.A family of quadrilateral Mindlin plate elements with substitute shear strainfields[J].Comput&Structures,1986,23(3):409-431.