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	Return mapping algorithm for an enhanced generalized plasticity constitutive model of partially saturated soils
	Zhang, H. W.; Santagiuliana, R.; Schrefler, B. A.
刊名	COMPUTERS AND GEOTECHNICS
	2012
卷号	45页码:53-61
关键词	Generalized plasticity Implicit integration algorithm Return mapping algorithm Consistent tangent stiffness matrix Partially saturated soils
ISSN号	0266-352X
URL标识	查看原文
内容类型	期刊论文
URI标识	http://www.corc.org.cn/handle/1471x/4669636
专题	大连理工大学
作者单位	1.Dalian Univ Technol, Dept Engn Mech, Res Inst Engn Mech, State Key Lab Struct Anal & Ind Equipment, Dalian 116024, Peoples R China. 2.Univ Padua, Dept Civil Environm & Architectural Engn, I-35131 Padua, Italy.
推荐引用方式 GB/T 7714	Zhang, H. W.,Santagiuliana, R.,Schrefler, B. A.. Return mapping algorithm for an enhanced generalized plasticity constitutive model of partially saturated soils[J]. COMPUTERS AND GEOTECHNICS,2012,45:53-61.
APA	Zhang, H. W.,Santagiuliana, R.,&Schrefler, B. A..(2012).Return mapping algorithm for an enhanced generalized plasticity constitutive model of partially saturated soils.COMPUTERS AND GEOTECHNICS,45,53-61.
MLA	Zhang, H. W.,et al."Return mapping algorithm for an enhanced generalized plasticity constitutive model of partially saturated soils".COMPUTERS AND GEOTECHNICS 45(2012):53-61.

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