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10篇 您的检索式：作者名="Katili"

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		题名	作者	年代	出处	被引量
	1	Multimodality Therapy for Stage11INon-Small-Cell Lung Cancer显示文摘	Daniel F Nena M KatIlY S et a1	2005	J Clin Oncol2005，23，14：	1
	2	Analytical and experimental analysis of an asymptotic thin-walled beam model显示文摘	A. Hamdouni I. Katili I.J. Maknun O. Millet	2013	European Journal of Environmental and Civil Engineering2013，，1：	1
	3	Geology of Southeast Asia with particular reference to the South China Sea显示文摘	Katili J A	1981	Energy1981，6，11：	1
	4	A new discrete Kirchhoff-Mindlin element based on Mindlin-Reissner plate theory and assumed shear strain fields-Part Ⅰ: An extended DKT element for thick-plate bending analysis 显示文摘	Katili I	1993	Int or Numer Meth Eng1993，，36：	1
	5	On a simple triangular Reissner/Mindlin plate element based on incompatible modes and discrete constrains 显示文摘	Batoz J L Katili I	1992	Int J Numer Meth Eng1992，，35：	1
	6	On a simple triangular Reissner/Mindlin plate element based on incompatible modes and discrete constraints显示文摘	Batoz J L Katili I	1992	International Journal for Numerical Methods in Engineering1992，35，8：	1
	7	A new discrete kirchhoff-mindlin element based on mindlin-reissner plate theory and assumed shear strain fields-part Ⅰ : an extended DKT element for thick-plate bending analysis 显示文摘	IRWAN KATILI	1993	International Journal for Numerical Methods in Engineering1993，36，11：	1
	8	A new discrete Kirehhoff-mindlin element based on mindlin-reissner plate theory and assumed shear strain fields-part Ⅱ : an extended DKQ element for thick-plate bending analysis显示文摘	IRWAN KATILI	1993	International Journal for Numerical Methods in Engineering1993，36，11：	1
	9	A new discrete Kirchhoff-Mindlin element based on Mindlin-Reissner plate theory and assumed shear strain fields-PartⅡ:An extended DKQ element for thick-plate bending analysis显示文摘	KATILI I	1993	Int J Num Meth Eng1993，36，：	1
	10	FEA Versus IGA in a Two-Node Beam Element Based on Unified and Integrated Method显示文摘This paper presents a new concept called Unified and Integrated Method for a shear deformable beam element.In this method,Timoshenko beam theory is unified and integrated in such a way that takes into account the effect of transverse shear and maintains the shear locking free condition at the same time to generate proper behavior in the analysis of thin to thick beams.The unified and integrated method is applied to finite element analysis(FEA)and isogeometric analysis(IGA)on two-node beam element.This method will be used to analyze uniformly loaded beams with various boundary conditions.A shear influence factor of f,which is a function of beam thickness ratio(L/h),is expressed explicitly as control of the transverse shear strain effect.The analysis gives interesting results showing that applying the unified and integrated method in FEA and IGA will yield exact values of DOF’s and displacement function even when using only a single element.Numerical examples demonstrate the validity and efficiency of the unified and integrated methods.	Andi Makarim Katili Irwan Katili	2020	Advances in Applied Mathematics and Mechanics2020，12，6：	0

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