A multi-stage return algorithm for solving the classical damage component of constitutive models for rocks, ceramics, and other rock-like media
Classical plasticity and damage models for porous quasi-brittle media usually suffer from mathematical defects such as non-convergence and non-uniqueness. Yield or damage functions for porous quasi-brittle media often have yield functions with contours so distorted that following those contours to t...
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description | Classical plasticity and damage models for porous quasi-brittle media usually suffer from mathematical defects such as non-convergence and non-uniqueness. Yield or damage functions for porous quasi-brittle media often have yield functions with contours so distorted that following those contours to the yield surface in a return algorithm can take the solution to a false elastic domain. A steepest-descent return algorithm must include iterative corrections; otherwise, the solution is non-unique because contours of any yield function are non-unique. A multi-stage algorithm has been developed to address both spurious convergence and non-uniqueness, as well as to improve efficiency. The region of pathological isosurfaces is masked by first returning the stress state to the Drucker–Prager surface circumscribing the actual yield surface. From there, steepest-descent is used to locate a point on the yield surface. This first-stage solution, which is extremely efficient because it is applied in a 2D subspace, is generally not the correct solution, but it is used to estimate the correct return direction. The first-stage solution is projected onto the estimated correct return direction in 6D stress space. Third invariant dependence and anisotropy are accommodated in this second-stage correction. The projection operation introduces errors associated with yield surface curvature, so the two-stage iteration is applied repeatedly to converge. Regions of extremely high curvature are detected and handled separately using an approximation to vertex theory. The multi-stage return is applied holding internal variables constant to produce a non-hardening solution. To account for hardening from pore collapse (or softening from damage), geometrical arguments are used to clearly illustrate the appropriate scaling of the non-hardening solution needed to obtain the hardening (or softening) solution. |
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M. ; Leelavanichkul, S.</creator><creatorcontrib>Brannon, R. M. ; Leelavanichkul, S.</creatorcontrib><description>Classical plasticity and damage models for porous quasi-brittle media usually suffer from mathematical defects such as non-convergence and non-uniqueness. Yield or damage functions for porous quasi-brittle media often have yield functions with contours so distorted that following those contours to the yield surface in a return algorithm can take the solution to a false elastic domain. A steepest-descent return algorithm must include iterative corrections; otherwise, the solution is non-unique because contours of any yield function are non-unique. A multi-stage algorithm has been developed to address both spurious convergence and non-uniqueness, as well as to improve efficiency. The region of pathological isosurfaces is masked by first returning the stress state to the Drucker–Prager surface circumscribing the actual yield surface. From there, steepest-descent is used to locate a point on the yield surface. This first-stage solution, which is extremely efficient because it is applied in a 2D subspace, is generally not the correct solution, but it is used to estimate the correct return direction. The first-stage solution is projected onto the estimated correct return direction in 6D stress space. Third invariant dependence and anisotropy are accommodated in this second-stage correction. The projection operation introduces errors associated with yield surface curvature, so the two-stage iteration is applied repeatedly to converge. Regions of extremely high curvature are detected and handled separately using an approximation to vertex theory. The multi-stage return is applied holding internal variables constant to produce a non-hardening solution. To account for hardening from pore collapse (or softening from damage), geometrical arguments are used to clearly illustrate the appropriate scaling of the non-hardening solution needed to obtain the hardening (or softening) solution.</description><identifier>ISSN: 0376-9429</identifier><identifier>EISSN: 1573-2673</identifier><identifier>DOI: 10.1007/s10704-009-9398-4</identifier><identifier>CODEN: IJFRAP</identifier><language>eng</language><publisher>Dordrecht: Springer Netherlands</publisher><subject>Algorithms ; Anisotropy ; Automotive Engineering ; Brittleness ; Characterization and Evaluation of Materials ; Chemistry and Materials Science ; Civil Engineering ; Classical Mechanics ; Collapse ; Constitutive models ; Contours ; Convergence ; Curvature ; Damage ; Damage assessment ; Dependence ; Descent ; Exact sciences and technology ; Fracture mechanics (crack, fatigue, damage...) ; Fundamental areas of phenomenology (including applications) ; Hardening ; Inelasticity (thermoplasticity, viscoplasticity...) ; Iterative methods ; Materials Science ; Mathematical models ; Mechanical Engineering ; Original Paper ; Physics ; Porous media ; Softening ; Solid mechanics ; Structural and continuum mechanics ; Uniqueness</subject><ispartof>International journal of fracture, 2010-05, Vol.163 (1-2), p.133-149</ispartof><rights>Springer Science+Business Media B.V. 2009</rights><rights>2015 INIST-CNRS</rights><rights>International Journal of Fracture is a copyright of Springer, (2009). 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M.</creatorcontrib><creatorcontrib>Leelavanichkul, S.</creatorcontrib><title>A multi-stage return algorithm for solving the classical damage component of constitutive models for rocks, ceramics, and other rock-like media</title><title>International journal of fracture</title><addtitle>Int J Fract</addtitle><description>Classical plasticity and damage models for porous quasi-brittle media usually suffer from mathematical defects such as non-convergence and non-uniqueness. Yield or damage functions for porous quasi-brittle media often have yield functions with contours so distorted that following those contours to the yield surface in a return algorithm can take the solution to a false elastic domain. A steepest-descent return algorithm must include iterative corrections; otherwise, the solution is non-unique because contours of any yield function are non-unique. A multi-stage algorithm has been developed to address both spurious convergence and non-uniqueness, as well as to improve efficiency. The region of pathological isosurfaces is masked by first returning the stress state to the Drucker–Prager surface circumscribing the actual yield surface. From there, steepest-descent is used to locate a point on the yield surface. This first-stage solution, which is extremely efficient because it is applied in a 2D subspace, is generally not the correct solution, but it is used to estimate the correct return direction. The first-stage solution is projected onto the estimated correct return direction in 6D stress space. Third invariant dependence and anisotropy are accommodated in this second-stage correction. The projection operation introduces errors associated with yield surface curvature, so the two-stage iteration is applied repeatedly to converge. Regions of extremely high curvature are detected and handled separately using an approximation to vertex theory. The multi-stage return is applied holding internal variables constant to produce a non-hardening solution. To account for hardening from pore collapse (or softening from damage), geometrical arguments are used to clearly illustrate the appropriate scaling of the non-hardening solution needed to obtain the hardening (or softening) solution.</description><subject>Algorithms</subject><subject>Anisotropy</subject><subject>Automotive Engineering</subject><subject>Brittleness</subject><subject>Characterization and Evaluation of Materials</subject><subject>Chemistry and Materials Science</subject><subject>Civil Engineering</subject><subject>Classical Mechanics</subject><subject>Collapse</subject><subject>Constitutive models</subject><subject>Contours</subject><subject>Convergence</subject><subject>Curvature</subject><subject>Damage</subject><subject>Damage assessment</subject><subject>Dependence</subject><subject>Descent</subject><subject>Exact sciences and technology</subject><subject>Fracture mechanics (crack, fatigue, damage...)</subject><subject>Fundamental areas of phenomenology (including applications)</subject><subject>Hardening</subject><subject>Inelasticity (thermoplasticity, viscoplasticity...)</subject><subject>Iterative methods</subject><subject>Materials Science</subject><subject>Mathematical models</subject><subject>Mechanical Engineering</subject><subject>Original Paper</subject><subject>Physics</subject><subject>Porous media</subject><subject>Softening</subject><subject>Solid mechanics</subject><subject>Structural and continuum mechanics</subject><subject>Uniqueness</subject><issn>0376-9429</issn><issn>1573-2673</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2010</creationdate><recordtype>article</recordtype><sourceid>AFKRA</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNp1kM1O3TAQha2qSL2FPkB3lip2NYx_4iRLhKCthMSmrC3HsS-GJL54fJF4ir4yvg1qV6xmRvOdM_Yh5CuHMw7QniOHFhQD6Fkv-46pD2TDm1YyoVv5kWxAtpr1SvSfyGfEB6hg26kN-XNB5_1UIsNit55mX_Z5oXbaphzL_UxDyhTT9ByXLS33nrrJIkZnJzra-aBwad6lxS-FplCHBUss-xKfPZ3T6Cf865CTe8Tv1Pls5-hqZ5eRpuq3rtgUHyvvx2hPyFGwE_ovb_WY3F1f_b78yW5uf_y6vLhhTipd2DCC1tCJTvBRghtsp7tBS6tB80Eq4F2wfVMJbQMMwTvwg27s4MQQam3kMfm2-u5yetp7LOYh1Z_Xk0aIpu9EL9SB4ivlckLMPphdjrPNL4aDOeRu1txNjdMccjeqak7fnC3WnEK2i4v4TygkcKUFr5xYOayrZevz_xe8b_4KrNuU0w</recordid><startdate>20100501</startdate><enddate>20100501</enddate><creator>Brannon, R. M.</creator><creator>Leelavanichkul, S.</creator><general>Springer Netherlands</general><general>Springer</general><general>Springer Nature B.V</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>AFKRA</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>D1I</scope><scope>DWQXO</scope><scope>HCIFZ</scope><scope>KB.</scope><scope>L6V</scope><scope>M7S</scope><scope>PDBOC</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope></search><sort><creationdate>20100501</creationdate><title>A multi-stage return algorithm for solving the classical damage component of constitutive models for rocks, ceramics, and other rock-like media</title><author>Brannon, R. M. ; Leelavanichkul, S.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c346t-bd066082821d30cba868b63a6061b34018fa956086af0bfec0eb65abc2bf65a53</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2010</creationdate><topic>Algorithms</topic><topic>Anisotropy</topic><topic>Automotive Engineering</topic><topic>Brittleness</topic><topic>Characterization and Evaluation of Materials</topic><topic>Chemistry and Materials Science</topic><topic>Civil Engineering</topic><topic>Classical Mechanics</topic><topic>Collapse</topic><topic>Constitutive models</topic><topic>Contours</topic><topic>Convergence</topic><topic>Curvature</topic><topic>Damage</topic><topic>Damage assessment</topic><topic>Dependence</topic><topic>Descent</topic><topic>Exact sciences and technology</topic><topic>Fracture mechanics (crack, fatigue, damage...)</topic><topic>Fundamental areas of phenomenology (including applications)</topic><topic>Hardening</topic><topic>Inelasticity (thermoplasticity, viscoplasticity...)</topic><topic>Iterative methods</topic><topic>Materials Science</topic><topic>Mathematical models</topic><topic>Mechanical Engineering</topic><topic>Original Paper</topic><topic>Physics</topic><topic>Porous media</topic><topic>Softening</topic><topic>Solid mechanics</topic><topic>Structural and continuum mechanics</topic><topic>Uniqueness</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Brannon, R. M.</creatorcontrib><creatorcontrib>Leelavanichkul, S.</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Materials Science Collection</collection><collection>ProQuest Central Korea</collection><collection>SciTech Premium Collection</collection><collection>Materials Science Database</collection><collection>ProQuest Engineering Collection</collection><collection>Engineering Database</collection><collection>Materials Science Collection</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><collection>Engineering Collection</collection><jtitle>International journal of fracture</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Brannon, R. M.</au><au>Leelavanichkul, S.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>A multi-stage return algorithm for solving the classical damage component of constitutive models for rocks, ceramics, and other rock-like media</atitle><jtitle>International journal of fracture</jtitle><stitle>Int J Fract</stitle><date>2010-05-01</date><risdate>2010</risdate><volume>163</volume><issue>1-2</issue><spage>133</spage><epage>149</epage><pages>133-149</pages><issn>0376-9429</issn><eissn>1573-2673</eissn><coden>IJFRAP</coden><abstract>Classical plasticity and damage models for porous quasi-brittle media usually suffer from mathematical defects such as non-convergence and non-uniqueness. Yield or damage functions for porous quasi-brittle media often have yield functions with contours so distorted that following those contours to the yield surface in a return algorithm can take the solution to a false elastic domain. A steepest-descent return algorithm must include iterative corrections; otherwise, the solution is non-unique because contours of any yield function are non-unique. A multi-stage algorithm has been developed to address both spurious convergence and non-uniqueness, as well as to improve efficiency. The region of pathological isosurfaces is masked by first returning the stress state to the Drucker–Prager surface circumscribing the actual yield surface. From there, steepest-descent is used to locate a point on the yield surface. This first-stage solution, which is extremely efficient because it is applied in a 2D subspace, is generally not the correct solution, but it is used to estimate the correct return direction. The first-stage solution is projected onto the estimated correct return direction in 6D stress space. Third invariant dependence and anisotropy are accommodated in this second-stage correction. The projection operation introduces errors associated with yield surface curvature, so the two-stage iteration is applied repeatedly to converge. Regions of extremely high curvature are detected and handled separately using an approximation to vertex theory. The multi-stage return is applied holding internal variables constant to produce a non-hardening solution. To account for hardening from pore collapse (or softening from damage), geometrical arguments are used to clearly illustrate the appropriate scaling of the non-hardening solution needed to obtain the hardening (or softening) solution.</abstract><cop>Dordrecht</cop><pub>Springer Netherlands</pub><doi>10.1007/s10704-009-9398-4</doi><tpages>17</tpages></addata></record> |
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subjects | Algorithms Anisotropy Automotive Engineering Brittleness Characterization and Evaluation of Materials Chemistry and Materials Science Civil Engineering Classical Mechanics Collapse Constitutive models Contours Convergence Curvature Damage Damage assessment Dependence Descent Exact sciences and technology Fracture mechanics (crack, fatigue, damage...) Fundamental areas of phenomenology (including applications) Hardening Inelasticity (thermoplasticity, viscoplasticity...) Iterative methods Materials Science Mathematical models Mechanical Engineering Original Paper Physics Porous media Softening Solid mechanics Structural and continuum mechanics Uniqueness |
title | A multi-stage return algorithm for solving the classical damage component of constitutive models for rocks, ceramics, and other rock-like media |
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