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Computational aspects of the combined finite–discrete element method in modelling of plane reinforced concrete structures
•The main features of numerical model for analysis of RC structures are presented.•Numerical model is based on combined finite–discrete element method (FEM/DEM).•Computational aspects related to modelling of progressive fracturing are discussed.•Progressive collapse due to impact and intensive seism...
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Published in: | Engineering fracture mechanics 2014-11, Vol.131, p.669-686 |
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creator | Zivaljic, Nikolina Nikolic, Zeljana Smoljanovic, Hrvoje |
description | •The main features of numerical model for analysis of RC structures are presented.•Numerical model is based on combined finite–discrete element method (FEM/DEM).•Computational aspects related to modelling of progressive fracturing are discussed.•Progressive collapse due to impact and intensive seismic excitation is presented.
This paper reviews several computational aspects of the combined finite–discrete element method related to the modelling of plane reinforced concrete progressive fracturing. It discusses especially the ability of the presented numerical model, extended with a new model of reinforcing bar, to simulate the behaviour of the reinforced concrete structure through the entire failure mechanism from the continuum to the discontinuum. It also presents similar topics, including the tracing of the progressive collapse due to impact loading and the intensive seismic excitation. |
doi_str_mv | 10.1016/j.engfracmech.2014.10.017 |
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This paper reviews several computational aspects of the combined finite–discrete element method related to the modelling of plane reinforced concrete progressive fracturing. It discusses especially the ability of the presented numerical model, extended with a new model of reinforcing bar, to simulate the behaviour of the reinforced concrete structure through the entire failure mechanism from the continuum to the discontinuum. It also presents similar topics, including the tracing of the progressive collapse due to impact loading and the intensive seismic excitation.</description><identifier>ISSN: 0013-7944</identifier><identifier>EISSN: 1873-7315</identifier><identifier>DOI: 10.1016/j.engfracmech.2014.10.017</identifier><language>eng</language><publisher>Elsevier Ltd</publisher><subject>Combined finite–discrete element method (FEM/DEM) ; Computation ; Fracture ; Fracture mechanics ; Fracturing ; Mathematical models ; Modelling ; Planes ; Reinforced concrete ; Reinforced concrete structures</subject><ispartof>Engineering fracture mechanics, 2014-11, Vol.131, p.669-686</ispartof><rights>2014 Elsevier Ltd</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c354t-c24ba8f13a80347bdaba5c32a2d7cf215716e8881f5a5cef8d40ec5b9091f443</citedby><cites>FETCH-LOGICAL-c354t-c24ba8f13a80347bdaba5c32a2d7cf215716e8881f5a5cef8d40ec5b9091f443</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>Zivaljic, Nikolina</creatorcontrib><creatorcontrib>Nikolic, Zeljana</creatorcontrib><creatorcontrib>Smoljanovic, Hrvoje</creatorcontrib><title>Computational aspects of the combined finite–discrete element method in modelling of plane reinforced concrete structures</title><title>Engineering fracture mechanics</title><description>•The main features of numerical model for analysis of RC structures are presented.•Numerical model is based on combined finite–discrete element method (FEM/DEM).•Computational aspects related to modelling of progressive fracturing are discussed.•Progressive collapse due to impact and intensive seismic excitation is presented.
This paper reviews several computational aspects of the combined finite–discrete element method related to the modelling of plane reinforced concrete progressive fracturing. It discusses especially the ability of the presented numerical model, extended with a new model of reinforcing bar, to simulate the behaviour of the reinforced concrete structure through the entire failure mechanism from the continuum to the discontinuum. It also presents similar topics, including the tracing of the progressive collapse due to impact loading and the intensive seismic excitation.</description><subject>Combined finite–discrete element method (FEM/DEM)</subject><subject>Computation</subject><subject>Fracture</subject><subject>Fracture mechanics</subject><subject>Fracturing</subject><subject>Mathematical models</subject><subject>Modelling</subject><subject>Planes</subject><subject>Reinforced concrete</subject><subject>Reinforced concrete structures</subject><issn>0013-7944</issn><issn>1873-7315</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2014</creationdate><recordtype>article</recordtype><recordid>eNqNkE1OwzAQhS0EEqVwB7Njk-JJnJ8uUcWfVIlN95bjjFtXiR1sBwmx4Q7ckJPgqixYsprRzLyneR8h18AWwKC63S_QbrWXakC1W-QMeJovGNQnZAZNXWR1AeUpmTEGqV9yfk4uQtgzxuqqYTPysXLDOEUZjbOypzKMqGKgTtO4Q6rc0BqLHdXGmojfn1-dCcpjRIo9DmgjHTDuXEeNpYPrsO-N3R7UYy8tUo_GaudVclDOHoUh-knFyWO4JGda9gGvfuucbB7uN6unbP3y-Ly6W2eqKHnMVM5b2WgoZMMKXredbGWpilzmXa10DmUNFTZNA7pMc9RNxxmqsl2yJWjOizm5OdqO3r1OGKIYUoj0avrQTUFAVQLPgVVVOl0eT5V3IXjUYvRmkP5dABMH3mIv_vAWB96HVeKdtKujFlOUN4NeBGXQpuzGJ6aic-YfLj8O85PC</recordid><startdate>20141101</startdate><enddate>20141101</enddate><creator>Zivaljic, Nikolina</creator><creator>Nikolic, Zeljana</creator><creator>Smoljanovic, Hrvoje</creator><general>Elsevier Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7QQ</scope><scope>7SR</scope><scope>7TB</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>20141101</creationdate><title>Computational aspects of the combined finite–discrete element method in modelling of plane reinforced concrete structures</title><author>Zivaljic, Nikolina ; Nikolic, Zeljana ; Smoljanovic, Hrvoje</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c354t-c24ba8f13a80347bdaba5c32a2d7cf215716e8881f5a5cef8d40ec5b9091f443</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2014</creationdate><topic>Combined finite–discrete element method (FEM/DEM)</topic><topic>Computation</topic><topic>Fracture</topic><topic>Fracture mechanics</topic><topic>Fracturing</topic><topic>Mathematical models</topic><topic>Modelling</topic><topic>Planes</topic><topic>Reinforced concrete</topic><topic>Reinforced concrete structures</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Zivaljic, Nikolina</creatorcontrib><creatorcontrib>Nikolic, Zeljana</creatorcontrib><creatorcontrib>Smoljanovic, Hrvoje</creatorcontrib><collection>CrossRef</collection><collection>Ceramic Abstracts</collection><collection>Engineered Materials Abstracts</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials 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>Zivaljic, Nikolina</au><au>Nikolic, Zeljana</au><au>Smoljanovic, Hrvoje</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Computational aspects of the combined finite–discrete element method in modelling of plane reinforced concrete structures</atitle><jtitle>Engineering fracture mechanics</jtitle><date>2014-11-01</date><risdate>2014</risdate><volume>131</volume><spage>669</spage><epage>686</epage><pages>669-686</pages><issn>0013-7944</issn><eissn>1873-7315</eissn><abstract>•The main features of numerical model for analysis of RC structures are presented.•Numerical model is based on combined finite–discrete element method (FEM/DEM).•Computational aspects related to modelling of progressive fracturing are discussed.•Progressive collapse due to impact and intensive seismic excitation is presented.
This paper reviews several computational aspects of the combined finite–discrete element method related to the modelling of plane reinforced concrete progressive fracturing. It discusses especially the ability of the presented numerical model, extended with a new model of reinforcing bar, to simulate the behaviour of the reinforced concrete structure through the entire failure mechanism from the continuum to the discontinuum. It also presents similar topics, including the tracing of the progressive collapse due to impact loading and the intensive seismic excitation.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/j.engfracmech.2014.10.017</doi><tpages>18</tpages></addata></record> |
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subjects | Combined finite–discrete element method (FEM/DEM) Computation Fracture Fracture mechanics Fracturing Mathematical models Modelling Planes Reinforced concrete Reinforced concrete structures |
title | Computational aspects of the combined finite–discrete element method in modelling of plane reinforced concrete structures |
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