Loading…

Crack Growth Prediction by Manifold Method

The prediction of crack growth is studied by the manifold method. The manifold method is a new numerical method proposed by Shi. This method provides a unified framework for solving problems dealing with both continuums and jointed materials. It can be considered as a generalized finite-element meth...

Full description

Saved in:
Bibliographic Details
Published in:Journal of engineering mechanics 1999-08, Vol.125 (8), p.884-890
Main Authors: Tsay, Ren-Jow, Chiou, Yaw-Jeng, Chuang, Wai-Lin
Format: Article
Language:English
Subjects:
Citations: Items that this one cites
Items that cite this one
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
cited_by cdi_FETCH-LOGICAL-a469t-a9b52578c22c11b26a4233b9004af8a2f51bbe7fed61351000a800ee678b425c3
cites cdi_FETCH-LOGICAL-a469t-a9b52578c22c11b26a4233b9004af8a2f51bbe7fed61351000a800ee678b425c3
container_end_page 890
container_issue 8
container_start_page 884
container_title Journal of engineering mechanics
container_volume 125
creator Tsay, Ren-Jow
Chiou, Yaw-Jeng
Chuang, Wai-Lin
description The prediction of crack growth is studied by the manifold method. The manifold method is a new numerical method proposed by Shi. This method provides a unified framework for solving problems dealing with both continuums and jointed materials. It can be considered as a generalized finite-element method and discontinuous deformation analysis. One of the most innovative features of the method is that it employs both a physical mesh and a mathematical mesh to formulate the physical problem. The physical mesh is dictated by the physical boundary of a problem, while the mathematical mesh is dictated by the computational consideration. These two meshes are interrelated through the application of weighting functions. In this study, a local mesh refinement and auto-remeshing schemes are proposed to extend the manifold method. The proposed model is first verified by comparing the numerical results with the benchmark solutions, and the results show satisfactory accuracy. The crack growth problems and the stress distributions are then investigated. The manifold method is proposed as an attractively new numerical technique for fracture mechanics analysis.
doi_str_mv 10.1061/(ASCE)0733-9399(1999)125:8(884)
format article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_26931015</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>26931015</sourcerecordid><originalsourceid>FETCH-LOGICAL-a469t-a9b52578c22c11b26a4233b9004af8a2f51bbe7fed61351000a800ee678b425c3</originalsourceid><addsrcrecordid>eNp9kF9LwzAUxYMoOKffoQ-im1DNnyZNfBBGnVPZVHCCbyHNUtZZm5l0yL69qZv6ZuCS-_Dj3HMOAKcIniPI0EVv8JwN-zAlJBZEiB4SQvQRppe8x3nS3wEdJBISp5yLXdD55fbBgfcLCFHCBOuAs8wp_RaNnP1s5tGTM7NSN6Wto3wdTVRdFraaRRPTzO3sEOwVqvLmaPt3wcvNcJrdxuPH0V02GMcqSDaxEjnFNOUaY41QjplKMCG5gDBRBVe4oCjPTVqYGUOEIgih4hAaw1KeJ5hq0gUnG92lsx8r4xv5XnptqkrVxq68xEwQBBEN4NUG1M5670whl658V24tEZRtR1K2Hck2u2yzy7YjGTqSXIaOgsDx9pLyWlWFU7Uu_Z8KZ0xQEbDXDRYoIxd25eqQX94PHybX0-A_CML28XZ48r2jHwv_O_gCTr590w</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>26931015</pqid></control><display><type>article</type><title>Crack Growth Prediction by Manifold Method</title><source>American Society Of Civil Engineers ASCE Journals</source><creator>Tsay, Ren-Jow ; Chiou, Yaw-Jeng ; Chuang, Wai-Lin</creator><creatorcontrib>Tsay, Ren-Jow ; Chiou, Yaw-Jeng ; Chuang, Wai-Lin</creatorcontrib><description>The prediction of crack growth is studied by the manifold method. The manifold method is a new numerical method proposed by Shi. This method provides a unified framework for solving problems dealing with both continuums and jointed materials. It can be considered as a generalized finite-element method and discontinuous deformation analysis. One of the most innovative features of the method is that it employs both a physical mesh and a mathematical mesh to formulate the physical problem. The physical mesh is dictated by the physical boundary of a problem, while the mathematical mesh is dictated by the computational consideration. These two meshes are interrelated through the application of weighting functions. In this study, a local mesh refinement and auto-remeshing schemes are proposed to extend the manifold method. The proposed model is first verified by comparing the numerical results with the benchmark solutions, and the results show satisfactory accuracy. The crack growth problems and the stress distributions are then investigated. The manifold method is proposed as an attractively new numerical technique for fracture mechanics analysis.</description><identifier>ISSN: 0733-9399</identifier><identifier>EISSN: 1943-7889</identifier><identifier>DOI: 10.1061/(ASCE)0733-9399(1999)125:8(884)</identifier><identifier>CODEN: JENMDT</identifier><language>eng</language><publisher>Reston, VA: American Society of Civil Engineers</publisher><subject>Computational techniques ; Exact sciences and technology ; Finite-element and galerkin methods ; Fracture mechanics (crack, fatigue, damage...) ; Fracture mechanics, fatigue and cracks ; Fundamental areas of phenomenology (including applications) ; Mathematical methods in physics ; Physics ; Solid mechanics ; Structural and continuum mechanics ; TECHNICAL PAPERS</subject><ispartof>Journal of engineering mechanics, 1999-08, Vol.125 (8), p.884-890</ispartof><rights>1999 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a469t-a9b52578c22c11b26a4233b9004af8a2f51bbe7fed61351000a800ee678b425c3</citedby><cites>FETCH-LOGICAL-a469t-a9b52578c22c11b26a4233b9004af8a2f51bbe7fed61351000a800ee678b425c3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/(ASCE)0733-9399(1999)125:8(884)$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)0733-9399(1999)125:8(884)$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>315,786,790,3271,10094,27957,27958,76549,76557</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&amp;idt=1866959$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Tsay, Ren-Jow</creatorcontrib><creatorcontrib>Chiou, Yaw-Jeng</creatorcontrib><creatorcontrib>Chuang, Wai-Lin</creatorcontrib><title>Crack Growth Prediction by Manifold Method</title><title>Journal of engineering mechanics</title><description>The prediction of crack growth is studied by the manifold method. The manifold method is a new numerical method proposed by Shi. This method provides a unified framework for solving problems dealing with both continuums and jointed materials. It can be considered as a generalized finite-element method and discontinuous deformation analysis. One of the most innovative features of the method is that it employs both a physical mesh and a mathematical mesh to formulate the physical problem. The physical mesh is dictated by the physical boundary of a problem, while the mathematical mesh is dictated by the computational consideration. These two meshes are interrelated through the application of weighting functions. In this study, a local mesh refinement and auto-remeshing schemes are proposed to extend the manifold method. The proposed model is first verified by comparing the numerical results with the benchmark solutions, and the results show satisfactory accuracy. The crack growth problems and the stress distributions are then investigated. The manifold method is proposed as an attractively new numerical technique for fracture mechanics analysis.</description><subject>Computational techniques</subject><subject>Exact sciences and technology</subject><subject>Finite-element and galerkin methods</subject><subject>Fracture mechanics (crack, fatigue, damage...)</subject><subject>Fracture mechanics, fatigue and cracks</subject><subject>Fundamental areas of phenomenology (including applications)</subject><subject>Mathematical methods in physics</subject><subject>Physics</subject><subject>Solid mechanics</subject><subject>Structural and continuum mechanics</subject><subject>TECHNICAL PAPERS</subject><issn>0733-9399</issn><issn>1943-7889</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1999</creationdate><recordtype>article</recordtype><recordid>eNp9kF9LwzAUxYMoOKffoQ-im1DNnyZNfBBGnVPZVHCCbyHNUtZZm5l0yL69qZv6ZuCS-_Dj3HMOAKcIniPI0EVv8JwN-zAlJBZEiB4SQvQRppe8x3nS3wEdJBISp5yLXdD55fbBgfcLCFHCBOuAs8wp_RaNnP1s5tGTM7NSN6Wto3wdTVRdFraaRRPTzO3sEOwVqvLmaPt3wcvNcJrdxuPH0V02GMcqSDaxEjnFNOUaY41QjplKMCG5gDBRBVe4oCjPTVqYGUOEIgih4hAaw1KeJ5hq0gUnG92lsx8r4xv5XnptqkrVxq68xEwQBBEN4NUG1M5670whl658V24tEZRtR1K2Hck2u2yzy7YjGTqSXIaOgsDx9pLyWlWFU7Uu_Z8KZ0xQEbDXDRYoIxd25eqQX94PHybX0-A_CML28XZ48r2jHwv_O_gCTr590w</recordid><startdate>19990801</startdate><enddate>19990801</enddate><creator>Tsay, Ren-Jow</creator><creator>Chiou, Yaw-Jeng</creator><creator>Chuang, Wai-Lin</creator><general>American Society of Civil Engineers</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>19990801</creationdate><title>Crack Growth Prediction by Manifold Method</title><author>Tsay, Ren-Jow ; Chiou, Yaw-Jeng ; Chuang, Wai-Lin</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a469t-a9b52578c22c11b26a4233b9004af8a2f51bbe7fed61351000a800ee678b425c3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>1999</creationdate><topic>Computational techniques</topic><topic>Exact sciences and technology</topic><topic>Finite-element and galerkin methods</topic><topic>Fracture mechanics (crack, fatigue, damage...)</topic><topic>Fracture mechanics, fatigue and cracks</topic><topic>Fundamental areas of phenomenology (including applications)</topic><topic>Mathematical methods in physics</topic><topic>Physics</topic><topic>Solid mechanics</topic><topic>Structural and continuum mechanics</topic><topic>TECHNICAL PAPERS</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Tsay, Ren-Jow</creatorcontrib><creatorcontrib>Chiou, Yaw-Jeng</creatorcontrib><creatorcontrib>Chuang, Wai-Lin</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of engineering mechanics</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Tsay, Ren-Jow</au><au>Chiou, Yaw-Jeng</au><au>Chuang, Wai-Lin</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Crack Growth Prediction by Manifold Method</atitle><jtitle>Journal of engineering mechanics</jtitle><date>1999-08-01</date><risdate>1999</risdate><volume>125</volume><issue>8</issue><spage>884</spage><epage>890</epage><pages>884-890</pages><issn>0733-9399</issn><eissn>1943-7889</eissn><coden>JENMDT</coden><notes>ObjectType-Article-2</notes><notes>SourceType-Scholarly Journals-1</notes><notes>ObjectType-Feature-1</notes><notes>content type line 23</notes><abstract>The prediction of crack growth is studied by the manifold method. The manifold method is a new numerical method proposed by Shi. This method provides a unified framework for solving problems dealing with both continuums and jointed materials. It can be considered as a generalized finite-element method and discontinuous deformation analysis. One of the most innovative features of the method is that it employs both a physical mesh and a mathematical mesh to formulate the physical problem. The physical mesh is dictated by the physical boundary of a problem, while the mathematical mesh is dictated by the computational consideration. These two meshes are interrelated through the application of weighting functions. In this study, a local mesh refinement and auto-remeshing schemes are proposed to extend the manifold method. The proposed model is first verified by comparing the numerical results with the benchmark solutions, and the results show satisfactory accuracy. The crack growth problems and the stress distributions are then investigated. The manifold method is proposed as an attractively new numerical technique for fracture mechanics analysis.</abstract><cop>Reston, VA</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)0733-9399(1999)125:8(884)</doi><tpages>7</tpages></addata></record>
fulltext fulltext
identifier ISSN: 0733-9399
ispartof Journal of engineering mechanics, 1999-08, Vol.125 (8), p.884-890
issn 0733-9399
1943-7889
language eng
recordid cdi_proquest_miscellaneous_26931015
source American Society Of Civil Engineers ASCE Journals
subjects Computational techniques
Exact sciences and technology
Finite-element and galerkin methods
Fracture mechanics (crack, fatigue, damage...)
Fracture mechanics, fatigue and cracks
Fundamental areas of phenomenology (including applications)
Mathematical methods in physics
Physics
Solid mechanics
Structural and continuum mechanics
TECHNICAL PAPERS
title Crack Growth Prediction by Manifold Method
url http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-09-21T12%3A53%3A12IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Crack%20Growth%20Prediction%20by%20Manifold%20Method&rft.jtitle=Journal%20of%20engineering%20mechanics&rft.au=Tsay,%20Ren-Jow&rft.date=1999-08-01&rft.volume=125&rft.issue=8&rft.spage=884&rft.epage=890&rft.pages=884-890&rft.issn=0733-9399&rft.eissn=1943-7889&rft.coden=JENMDT&rft_id=info:doi/10.1061/(ASCE)0733-9399(1999)125:8(884)&rft_dat=%3Cproquest_cross%3E26931015%3C/proquest_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-a469t-a9b52578c22c11b26a4233b9004af8a2f51bbe7fed61351000a800ee678b425c3%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=26931015&rft_id=info:pmid/&rfr_iscdi=true