Loading…
Fracture modeling using a micro-structural mechanics approach––I. Theory and formulation
Stress–strain relationships used for modeling the mechanical behavior of materials have been traditionally derived following a phenomenological approach, without explicit considerations of the micro-structures of material. Here, we adopt a micro-structural mechanics approach to model the development...
Saved in:
Published in: | Engineering fracture mechanics 2002-11, Vol.69 (17), p.1941-1958 |
---|---|
Main Authors: | , , , |
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-c338t-cc5cd38b27e090edba6bf18c799df9fb8db4185a2f8ae8c749e02b7a10a411af3 |
---|---|
cites | cdi_FETCH-LOGICAL-c338t-cc5cd38b27e090edba6bf18c799df9fb8db4185a2f8ae8c749e02b7a10a411af3 |
container_end_page | 1958 |
container_issue | 17 |
container_start_page | 1941 |
container_title | Engineering fracture mechanics |
container_volume | 69 |
creator | Chang, C.S. Wang, T.K. Sluys, L.J. van Mier, J.G.M. |
description | Stress–strain relationships used for modeling the mechanical behavior of materials have been traditionally derived following a phenomenological approach, without explicit considerations of the micro-structures of material. Here, we adopt a micro-structural mechanics approach to model the development of fracture in concrete. The continuum is assumed to have an underlying micro-structure of lattice type, which has been demonstrated as a useful description for concrete fracture. A finite element formulation is also described that incorporates the developed stress–strain relationship. In an accompanying paper, we will show the results of finite element analyses, discuss its characteristics with respect to mesh size independency, and evaluate the applicability of this method. |
doi_str_mv | 10.1016/S0013-7944(02)00070-X |
format | article |
fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_27136245</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S001379440200070X</els_id><sourcerecordid>27136245</sourcerecordid><originalsourceid>FETCH-LOGICAL-c338t-cc5cd38b27e090edba6bf18c799df9fb8db4185a2f8ae8c749e02b7a10a411af3</originalsourceid><addsrcrecordid>eNqFkM9Kw0AQxhdRsFYfQchJ9JA6m_85iRSrhYIHK_QgLJPNrF1JsnU3EXrzHXxDn8SkFa_CMAPD7_uY-Rg75zDhwJPrJwAe-mkeRZcQXAFACv7qgI14lvbrkMeHbPSHHLMT594GKMlgxF5mFmXbWfJqU1Klm1evc0NHr9bSGt-1thsArLya5BobLZ2Hm401KNffn199zSfeck3Gbj1sSk8ZW3cVtto0p-xIYeXo7HeO2fPsbjl98BeP9_Pp7cKXYZi1vpSxLMOsCFKCHKgsMCkUz2Sa56XKVZGVRcSzGAOVIfXrKCcIihQ5YMQ5qnDMLva-_VXvHblW1NpJqipsyHROBCkPkyCKezDeg_1nzllSYmN1jXYrOIghS7HLUgxBCQjELkux6nU3ex31X3xossJJTY2kUluSrSiN_sfhB8hVf9E</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>27136245</pqid></control><display><type>article</type><title>Fracture modeling using a micro-structural mechanics approach––I. Theory and formulation</title><source>ScienceDirect Freedom Collection</source><creator>Chang, C.S. ; Wang, T.K. ; Sluys, L.J. ; van Mier, J.G.M.</creator><creatorcontrib>Chang, C.S. ; Wang, T.K. ; Sluys, L.J. ; van Mier, J.G.M.</creatorcontrib><description>Stress–strain relationships used for modeling the mechanical behavior of materials have been traditionally derived following a phenomenological approach, without explicit considerations of the micro-structures of material. Here, we adopt a micro-structural mechanics approach to model the development of fracture in concrete. The continuum is assumed to have an underlying micro-structure of lattice type, which has been demonstrated as a useful description for concrete fracture. A finite element formulation is also described that incorporates the developed stress–strain relationship. In an accompanying paper, we will show the results of finite element analyses, discuss its characteristics with respect to mesh size independency, and evaluate the applicability of this method.</description><identifier>ISSN: 0013-7944</identifier><identifier>EISSN: 1873-7315</identifier><identifier>DOI: 10.1016/S0013-7944(02)00070-X</identifier><language>eng</language><publisher>Elsevier Ltd</publisher><subject>Concrete ; Damage mechanics ; Fracture ; Micro-structural model ; Stress–strain relationship</subject><ispartof>Engineering fracture mechanics, 2002-11, Vol.69 (17), p.1941-1958</ispartof><rights>2002 Elsevier Science Ltd</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c338t-cc5cd38b27e090edba6bf18c799df9fb8db4185a2f8ae8c749e02b7a10a411af3</citedby><cites>FETCH-LOGICAL-c338t-cc5cd38b27e090edba6bf18c799df9fb8db4185a2f8ae8c749e02b7a10a411af3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids></links><search><creatorcontrib>Chang, C.S.</creatorcontrib><creatorcontrib>Wang, T.K.</creatorcontrib><creatorcontrib>Sluys, L.J.</creatorcontrib><creatorcontrib>van Mier, J.G.M.</creatorcontrib><title>Fracture modeling using a micro-structural mechanics approach––I. Theory and formulation</title><title>Engineering fracture mechanics</title><description>Stress–strain relationships used for modeling the mechanical behavior of materials have been traditionally derived following a phenomenological approach, without explicit considerations of the micro-structures of material. Here, we adopt a micro-structural mechanics approach to model the development of fracture in concrete. The continuum is assumed to have an underlying micro-structure of lattice type, which has been demonstrated as a useful description for concrete fracture. A finite element formulation is also described that incorporates the developed stress–strain relationship. In an accompanying paper, we will show the results of finite element analyses, discuss its characteristics with respect to mesh size independency, and evaluate the applicability of this method.</description><subject>Concrete</subject><subject>Damage mechanics</subject><subject>Fracture</subject><subject>Micro-structural model</subject><subject>Stress–strain relationship</subject><issn>0013-7944</issn><issn>1873-7315</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2002</creationdate><recordtype>article</recordtype><recordid>eNqFkM9Kw0AQxhdRsFYfQchJ9JA6m_85iRSrhYIHK_QgLJPNrF1JsnU3EXrzHXxDn8SkFa_CMAPD7_uY-Rg75zDhwJPrJwAe-mkeRZcQXAFACv7qgI14lvbrkMeHbPSHHLMT594GKMlgxF5mFmXbWfJqU1Klm1evc0NHr9bSGt-1thsArLya5BobLZ2Hm401KNffn199zSfeck3Gbj1sSk8ZW3cVtto0p-xIYeXo7HeO2fPsbjl98BeP9_Pp7cKXYZi1vpSxLMOsCFKCHKgsMCkUz2Sa56XKVZGVRcSzGAOVIfXrKCcIihQ5YMQ5qnDMLva-_VXvHblW1NpJqipsyHROBCkPkyCKezDeg_1nzllSYmN1jXYrOIghS7HLUgxBCQjELkux6nU3ex31X3xossJJTY2kUluSrSiN_sfhB8hVf9E</recordid><startdate>20021101</startdate><enddate>20021101</enddate><creator>Chang, C.S.</creator><creator>Wang, T.K.</creator><creator>Sluys, L.J.</creator><creator>van Mier, J.G.M.</creator><general>Elsevier Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20021101</creationdate><title>Fracture modeling using a micro-structural mechanics approach––I. Theory and formulation</title><author>Chang, C.S. ; Wang, T.K. ; Sluys, L.J. ; van Mier, J.G.M.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c338t-cc5cd38b27e090edba6bf18c799df9fb8db4185a2f8ae8c749e02b7a10a411af3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2002</creationdate><topic>Concrete</topic><topic>Damage mechanics</topic><topic>Fracture</topic><topic>Micro-structural model</topic><topic>Stress–strain relationship</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Chang, C.S.</creatorcontrib><creatorcontrib>Wang, T.K.</creatorcontrib><creatorcontrib>Sluys, L.J.</creatorcontrib><creatorcontrib>van Mier, J.G.M.</creatorcontrib><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Engineering fracture mechanics</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Chang, C.S.</au><au>Wang, T.K.</au><au>Sluys, L.J.</au><au>van Mier, J.G.M.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Fracture modeling using a micro-structural mechanics approach––I. Theory and formulation</atitle><jtitle>Engineering fracture mechanics</jtitle><date>2002-11-01</date><risdate>2002</risdate><volume>69</volume><issue>17</issue><spage>1941</spage><epage>1958</epage><pages>1941-1958</pages><issn>0013-7944</issn><eissn>1873-7315</eissn><abstract>Stress–strain relationships used for modeling the mechanical behavior of materials have been traditionally derived following a phenomenological approach, without explicit considerations of the micro-structures of material. Here, we adopt a micro-structural mechanics approach to model the development of fracture in concrete. The continuum is assumed to have an underlying micro-structure of lattice type, which has been demonstrated as a useful description for concrete fracture. A finite element formulation is also described that incorporates the developed stress–strain relationship. In an accompanying paper, we will show the results of finite element analyses, discuss its characteristics with respect to mesh size independency, and evaluate the applicability of this method.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/S0013-7944(02)00070-X</doi><tpages>18</tpages></addata></record> |
fulltext | fulltext |
identifier | ISSN: 0013-7944 |
ispartof | Engineering fracture mechanics, 2002-11, Vol.69 (17), p.1941-1958 |
issn | 0013-7944 1873-7315 |
language | eng |
recordid | cdi_proquest_miscellaneous_27136245 |
source | ScienceDirect Freedom Collection |
subjects | Concrete Damage mechanics Fracture Micro-structural model Stress–strain relationship |
title | Fracture modeling using a micro-structural mechanics approach––I. Theory and formulation |
url | http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-02T21%3A40%3A21IST&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=Fracture%20modeling%20using%20a%20micro-structural%20mechanics%20approach%E2%80%93%E2%80%93I.%20Theory%20and%20formulation&rft.jtitle=Engineering%20fracture%20mechanics&rft.au=Chang,%20C.S.&rft.date=2002-11-01&rft.volume=69&rft.issue=17&rft.spage=1941&rft.epage=1958&rft.pages=1941-1958&rft.issn=0013-7944&rft.eissn=1873-7315&rft_id=info:doi/10.1016/S0013-7944(02)00070-X&rft_dat=%3Cproquest_cross%3E27136245%3C/proquest_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-c338t-cc5cd38b27e090edba6bf18c799df9fb8db4185a2f8ae8c749e02b7a10a411af3%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=27136245&rft_id=info:pmid/&rfr_iscdi=true |