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An enhanced numerical procedure for the shakedown analysis in multidimensional loading domains
•An enhanced direct method for the shakedown analysis of elastoplastic structures.•Approach is twice as fast compared to the original one.•Formulated in a 3D thermomechanical loading domain.•Running time almost the same for 2D and 3D domains.•Automation of the approach in any n-dimensional loading d...
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Published in: | Computers & structures 2017-12, Vol.193, p.155-171 |
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container_title | Computers & structures |
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creator | Spiliopoulos, K.V. Panagiotou, K.D. |
description | •An enhanced direct method for the shakedown analysis of elastoplastic structures.•Approach is twice as fast compared to the original one.•Formulated in a 3D thermomechanical loading domain.•Running time almost the same for 2D and 3D domains.•Automation of the approach in any n-dimensional loading domain.
The Residual Stress Decomposition Method for Shakedown (RSDM-S) is a new iterative direct method to estimate the shakedown load in a 2-dimensional (2D) loading domain. It may be implemented to any existing finite element code, without the need to use a mathematical programming algorithm. An improved and enhanced RSDM-S is proposed herein. A new convergence criterion is presented that makes the procedure almost double as fast. At the same time, the procedure is formulated in a 3-dimensional (3D) polyhedral loading domain, consisting of independently varying mechanical and thermal loads. Using a cyclic loading program that follows the outline of this domain, it is shown that there is hardly any increase in the computational time when passing from a 2D to a 3D domain. Finally, keeping the efficiency, using an alternative cyclic loading program, an automation of the approach to any n-dimensional loading domain is presented. Examples of application are included. |
doi_str_mv | 10.1016/j.compstruc.2017.08.008 |
format | article |
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The Residual Stress Decomposition Method for Shakedown (RSDM-S) is a new iterative direct method to estimate the shakedown load in a 2-dimensional (2D) loading domain. It may be implemented to any existing finite element code, without the need to use a mathematical programming algorithm. An improved and enhanced RSDM-S is proposed herein. A new convergence criterion is presented that makes the procedure almost double as fast. At the same time, the procedure is formulated in a 3-dimensional (3D) polyhedral loading domain, consisting of independently varying mechanical and thermal loads. Using a cyclic loading program that follows the outline of this domain, it is shown that there is hardly any increase in the computational time when passing from a 2D to a 3D domain. Finally, keeping the efficiency, using an alternative cyclic loading program, an automation of the approach to any n-dimensional loading domain is presented. Examples of application are included.</description><identifier>ISSN: 0045-7949</identifier><identifier>EISSN: 1879-2243</identifier><identifier>DOI: 10.1016/j.compstruc.2017.08.008</identifier><language>eng</language><publisher>New York: Elsevier Ltd</publisher><subject>Algorithms ; Cyclic loading ; Cyclic loads ; Direct methods ; Finite element analysis ; Finite element method ; Iterative methods ; Load ; Materials fatigue ; Mathematical programming ; Numerical algorithms ; Plasticity ; Residual stress ; Residual stresses ; Shakedown ; Shakedown analysis</subject><ispartof>Computers & structures, 2017-12, Vol.193, p.155-171</ispartof><rights>2017 Elsevier Ltd</rights><rights>Copyright Elsevier BV Dec 2017</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c380t-e5b5b5bc0b78e177023aa2c658db5862e4378f76186cd34fc59040b0098c804e3</citedby><cites>FETCH-LOGICAL-c380t-e5b5b5bc0b78e177023aa2c658db5862e4378f76186cd34fc59040b0098c804e3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,27903,27904</link.rule.ids></links><search><creatorcontrib>Spiliopoulos, K.V.</creatorcontrib><creatorcontrib>Panagiotou, K.D.</creatorcontrib><title>An enhanced numerical procedure for the shakedown analysis in multidimensional loading domains</title><title>Computers & structures</title><description>•An enhanced direct method for the shakedown analysis of elastoplastic structures.•Approach is twice as fast compared to the original one.•Formulated in a 3D thermomechanical loading domain.•Running time almost the same for 2D and 3D domains.•Automation of the approach in any n-dimensional loading domain.
The Residual Stress Decomposition Method for Shakedown (RSDM-S) is a new iterative direct method to estimate the shakedown load in a 2-dimensional (2D) loading domain. It may be implemented to any existing finite element code, without the need to use a mathematical programming algorithm. An improved and enhanced RSDM-S is proposed herein. A new convergence criterion is presented that makes the procedure almost double as fast. At the same time, the procedure is formulated in a 3-dimensional (3D) polyhedral loading domain, consisting of independently varying mechanical and thermal loads. Using a cyclic loading program that follows the outline of this domain, it is shown that there is hardly any increase in the computational time when passing from a 2D to a 3D domain. Finally, keeping the efficiency, using an alternative cyclic loading program, an automation of the approach to any n-dimensional loading domain is presented. Examples of application are included.</description><subject>Algorithms</subject><subject>Cyclic loading</subject><subject>Cyclic loads</subject><subject>Direct methods</subject><subject>Finite element analysis</subject><subject>Finite element method</subject><subject>Iterative methods</subject><subject>Load</subject><subject>Materials fatigue</subject><subject>Mathematical programming</subject><subject>Numerical algorithms</subject><subject>Plasticity</subject><subject>Residual stress</subject><subject>Residual stresses</subject><subject>Shakedown</subject><subject>Shakedown analysis</subject><issn>0045-7949</issn><issn>1879-2243</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2017</creationdate><recordtype>article</recordtype><recordid>eNqFkM1LxDAQxYMouK7-DQY8t076kaTHZfELFrzo1ZCmUze1TdakVfa_t8uKV5nDwPDe482PkGsGKQPGb7vU-GEXxzCZNAMmUpApgDwhCyZFlWRZkZ-SBUBRJqIqqnNyEWMHALwAWJC3laPottoZbKibBgzW6J7ugp8PU0Da-kDHLdK41R_Y-G9HtdP9PtpIraPD1I-2sQO6aP18p73XjXXvtPGDti5ekrNW9xGvfveSvN7fvawfk83zw9N6tUlMLmFMsKwPY6AWEpkQkOVaZ4aXsqlLyTMsciFbwZnkpsmL1pQVFFADVNJIKDBfkptj7lz8c8I4qs5PYS4UFas4B1EKJmaVOKpM8DEGbNUu2EGHvWKgDjBVp_5gqgNMBVLNMGfn6ujE-Ykvi0FFY_EAzQY0o2q8_TfjB_9yg04</recordid><startdate>20171201</startdate><enddate>20171201</enddate><creator>Spiliopoulos, K.V.</creator><creator>Panagiotou, K.D.</creator><general>Elsevier Ltd</general><general>Elsevier BV</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SC</scope><scope>8FD</scope><scope>FR3</scope><scope>JQ2</scope><scope>KR7</scope><scope>L7M</scope><scope>L~C</scope><scope>L~D</scope></search><sort><creationdate>20171201</creationdate><title>An enhanced numerical procedure for the shakedown analysis in multidimensional loading domains</title><author>Spiliopoulos, K.V. ; Panagiotou, K.D.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c380t-e5b5b5bc0b78e177023aa2c658db5862e4378f76186cd34fc59040b0098c804e3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2017</creationdate><topic>Algorithms</topic><topic>Cyclic loading</topic><topic>Cyclic loads</topic><topic>Direct methods</topic><topic>Finite element analysis</topic><topic>Finite element method</topic><topic>Iterative methods</topic><topic>Load</topic><topic>Materials fatigue</topic><topic>Mathematical programming</topic><topic>Numerical algorithms</topic><topic>Plasticity</topic><topic>Residual stress</topic><topic>Residual stresses</topic><topic>Shakedown</topic><topic>Shakedown analysis</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Spiliopoulos, K.V.</creatorcontrib><creatorcontrib>Panagiotou, K.D.</creatorcontrib><collection>CrossRef</collection><collection>Computer and Information Systems Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>ProQuest Computer Science Collection</collection><collection>Civil Engineering Abstracts</collection><collection>Advanced Technologies Database with Aerospace</collection><collection>Computer and Information Systems Abstracts Academic</collection><collection>Computer and Information Systems Abstracts Professional</collection><jtitle>Computers & structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Spiliopoulos, K.V.</au><au>Panagiotou, K.D.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>An enhanced numerical procedure for the shakedown analysis in multidimensional loading domains</atitle><jtitle>Computers & structures</jtitle><date>2017-12-01</date><risdate>2017</risdate><volume>193</volume><spage>155</spage><epage>171</epage><pages>155-171</pages><issn>0045-7949</issn><eissn>1879-2243</eissn><abstract>•An enhanced direct method for the shakedown analysis of elastoplastic structures.•Approach is twice as fast compared to the original one.•Formulated in a 3D thermomechanical loading domain.•Running time almost the same for 2D and 3D domains.•Automation of the approach in any n-dimensional loading domain.
The Residual Stress Decomposition Method for Shakedown (RSDM-S) is a new iterative direct method to estimate the shakedown load in a 2-dimensional (2D) loading domain. It may be implemented to any existing finite element code, without the need to use a mathematical programming algorithm. An improved and enhanced RSDM-S is proposed herein. A new convergence criterion is presented that makes the procedure almost double as fast. At the same time, the procedure is formulated in a 3-dimensional (3D) polyhedral loading domain, consisting of independently varying mechanical and thermal loads. Using a cyclic loading program that follows the outline of this domain, it is shown that there is hardly any increase in the computational time when passing from a 2D to a 3D domain. Finally, keeping the efficiency, using an alternative cyclic loading program, an automation of the approach to any n-dimensional loading domain is presented. Examples of application are included.</abstract><cop>New York</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.compstruc.2017.08.008</doi><tpages>17</tpages></addata></record> |
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subjects | Algorithms Cyclic loading Cyclic loads Direct methods Finite element analysis Finite element method Iterative methods Load Materials fatigue Mathematical programming Numerical algorithms Plasticity Residual stress Residual stresses Shakedown Shakedown analysis |
title | An enhanced numerical procedure for the shakedown analysis in multidimensional loading domains |
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