Application of an advanced multi-surface kinematic constitutive soil model
The implementation of the non‐linear elastic multi‐surface plastic kinematic constitutive soil model ALTERNAT into a general uncoupled finite element program called ALTICA is described. The principal features of the model are discussed and its implementation into an initial stress type excess plasti...
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| Veröffentlicht in: | International journal for numerical and analytical methods in geomechanics 1999-12, Vol.23 (15), p.1995-2043 |
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| container_end_page | 2043 |
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| container_issue | 15 |
| container_start_page | 1995 |
| container_title | International journal for numerical and analytical methods in geomechanics |
| container_volume | 23 |
| creator | Woodward, P. K. Molenkamp, F. |
| description | The implementation of the non‐linear elastic multi‐surface plastic kinematic constitutive soil model ALTERNAT into a general uncoupled finite element program called ALTICA is described. The principal features of the model are discussed and its implementation into an initial stress type excess plastic stress redistribution algorithm. To show the abilities of the model and validate the algorithm, several examples are presented including the calibration of the model to a real sand with measured monotonic and cyclic properties. In the monotonic examples, the ability of ALTICA to accurately reproduce the predicted collapse load of geotechnical structures is demonstrated using the results of finite element simulations of two typical boundary value problems (with known analytical or numerical solutions). In the cyclic examples, results of cyclic liquefaction simulation using both a non‐inertial ‘static’ and inertial ‘dynamic’ algorithm are presented. Copyright © 1999 John Wiley & Sons, Ltd. |
| doi_str_mv | 10.1002/(SICI)1096-9853(19991225)23:15<1995::AID-NAG47>3.0.CO;2-U |
| format | Article |
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In the monotonic examples, the ability of ALTICA to accurately reproduce the predicted collapse load of geotechnical structures is demonstrated using the results of finite element simulations of two typical boundary value problems (with known analytical or numerical solutions). In the cyclic examples, results of cyclic liquefaction simulation using both a non‐inertial ‘static’ and inertial ‘dynamic’ algorithm are presented. Copyright © 1999 John Wiley & Sons, Ltd.</description><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>Computation methods. Tables. Charts</subject><subject>Exact sciences and technology</subject><subject>finite element</subject><subject>foundations</subject><subject>Geotechnics</subject><subject>kinematc</subject><subject>liquefaction</subject><subject>multi-surface</subject><subject>soil model</subject><subject>Structural analysis. 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Charts</topic><topic>Exact sciences and technology</topic><topic>finite element</topic><topic>foundations</topic><topic>Geotechnics</topic><topic>kinematc</topic><topic>liquefaction</topic><topic>multi-surface</topic><topic>soil model</topic><topic>Structural analysis. Stresses</topic><topic>Structure-soil interaction</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Woodward, P. K.</creatorcontrib><creatorcontrib>Molenkamp, F.</creatorcontrib><collection>Istex</collection><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Earthquake Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><jtitle>International journal for numerical and analytical methods in geomechanics</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Woodward, P. K.</au><au>Molenkamp, F.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Application of an advanced multi-surface kinematic constitutive soil model</atitle><jtitle>International journal for numerical and analytical methods in geomechanics</jtitle><addtitle>Int. J. Numer. Anal. Meth. Geomech</addtitle><date>1999-12-25</date><risdate>1999</risdate><volume>23</volume><issue>15</issue><spage>1995</spage><epage>2043</epage><pages>1995-2043</pages><issn>0363-9061</issn><eissn>1096-9853</eissn><coden>IJNGDZ</coden><abstract>The implementation of the non‐linear elastic multi‐surface plastic kinematic constitutive soil model ALTERNAT into a general uncoupled finite element program called ALTICA is described. The principal features of the model are discussed and its implementation into an initial stress type excess plastic stress redistribution algorithm. 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| fulltext | fulltext |
| identifier | ISSN: 0363-9061 |
| ispartof | International journal for numerical and analytical methods in geomechanics, 1999-12, Vol.23 (15), p.1995-2043 |
| issn | 0363-9061 1096-9853 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_27064501 |
| source | Wiley Online Library All Journals |
| subjects | Applied sciences Buildings. Public works Computation methods. Tables. Charts Exact sciences and technology finite element foundations Geotechnics kinematc liquefaction multi-surface soil model Structural analysis. Stresses Structure-soil interaction |
| title | Application of an advanced multi-surface kinematic constitutive soil model |
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