Article: Heterogeneous hardening plasticity model for concrete

File Download

re01.htm

Links for fulltext
(May Require Subscription)

Publisher Website: 10.1061/(ASCE)0733-9445(1994)120:1(46)
Scopus: eid_2-s2.0-0028194635

Supplementary

Citations:
- Scopus:
- Web of Science:
- PubMed Central:
Item Statistics (The Hub)
Appears in Collections:
- Civil Engineering: Journal/Magazine Articles

Title	Heterogeneous hardening plasticity model for concrete
Authors	Chan, HC1 Cheung, YK1 Huang, YP1
Issue Date	1994
Publisher	American Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/st.html
Citation	Journal of Structural Engineering, 1994, v. 120 n. 1, p. 46-62 [How to Cite?] DOI: http://dx.doi.org/10.1061/(ASCE)0733-9445(1994)120:1(46)
Abstract	A heterogeneous hardening rule is proposed for concrete in this paper. Being different from the hardening rules in common use, by which the development of the subsequent yield surfaces from the initial yield surface is at a uniform rate with respect to the variation of the hardening parameter, the heterogeneous hardening rule deems that the development of the subsequent yield surface is at a nonuniform rate with regard to the change of the hardening parameter. Based on this hardening rule, a loading function including the effect of the hydrostatic pressure on the behavior of concrete is constructed. A simple and effective heterogeneous hardening plasticity model employing the associated flow rule is established for progressive failure analysis of concrete. With this model, the inelastic contraction and dilatation behavior of concrete under compression or tension-compression stress states can be successfully represented. The model has been applied to the analysis of some available experimental data and good correlations are obtained between the analytical and experimental results.
ISSN	0733-9445 2011 Impact Factor: 0.955 2011 SCImago Journal Rankings: 0.051
DOI	http://dx.doi.org/10.1061/(ASCE)0733-9445(1994)120:1(46)

DC Field	Value
dc.contributor.author	Chan, HC
dc.contributor.author	Cheung, YK
dc.contributor.author	Huang, YP
dc.date.accessioned	2012-06-26T06:01:09Z
dc.date.available	2012-06-26T06:01:09Z
dc.date.issued	1994
dc.description.abstract	A heterogeneous hardening rule is proposed for concrete in this paper. Being different from the hardening rules in common use, by which the development of the subsequent yield surfaces from the initial yield surface is at a uniform rate with respect to the variation of the hardening parameter, the heterogeneous hardening rule deems that the development of the subsequent yield surface is at a nonuniform rate with regard to the change of the hardening parameter. Based on this hardening rule, a loading function including the effect of the hydrostatic pressure on the behavior of concrete is constructed. A simple and effective heterogeneous hardening plasticity model employing the associated flow rule is established for progressive failure analysis of concrete. With this model, the inelastic contraction and dilatation behavior of concrete under compression or tension-compression stress states can be successfully represented. The model has been applied to the analysis of some available experimental data and good correlations are obtained between the analytical and experimental results.
dc.description.nature	link_to_OA_fulltext
dc.identifier.citation	Journal of Structural Engineering, 1994, v. 120 n. 1, p. 46-62 [How to Cite?] DOI: http://dx.doi.org/10.1061/(ASCE)0733-9445(1994)120:1(46)
dc.identifier.doi	http://dx.doi.org/10.1061/(ASCE)0733-9445(1994)120:1(46)
dc.identifier.epage	62
dc.identifier.hkuros	1247
dc.identifier.issn	0733-9445 2011 Impact Factor: 0.955 2011 SCImago Journal Rankings: 0.051
dc.identifier.issue	1
dc.identifier.scopus	eid_2-s2.0-0028194635
dc.identifier.spage	46
dc.identifier.uri	http://hdl.handle.net/10722/150023
dc.identifier.volume	120
dc.language	eng
dc.publisher	American Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/st.html
dc.publisher.place	United States
dc.relation.ispartof	Journal of Structural Engineering
dc.rights	Journal of Structural Engineering. Copyright © American Society of Civil Engineers.
dc.title	Heterogeneous hardening plasticity model for concrete
dc.type	Article

<?xml encoding="utf-8" version="1.0"?><item><contributor.author>Chan, HC</contributor.author><contributor.author>Cheung, YK</contributor.author><contributor.author>Huang, YP</contributor.author><date.accessioned>2012-06-26T06:01:09Z</date.accessioned><date.available>2012-06-26T06:01:09Z</date.available><date.issued>1994</date.issued><identifier.citation>Journal of Structural Engineering, 1994, v. 120 n. 1, p. 46-62</identifier.citation><identifier.issn>0733-9445</identifier.issn><identifier.uri>http://hdl.handle.net/10722/150023</identifier.uri><description.abstract>A heterogeneous hardening rule is proposed for concrete in this paper. Being different from the hardening rules in common use, by which the development of the subsequent yield surfaces from the initial yield surface is at a uniform rate with respect to the variation of the hardening parameter, the heterogeneous hardening rule deems that the development of the subsequent yield surface is at a nonuniform rate with regard to the change of the hardening parameter. Based on this hardening rule, a loading function including the effect of the hydrostatic pressure on the behavior of concrete is constructed. A simple and effective heterogeneous hardening plasticity model employing the associated flow rule is established for progressive failure analysis of concrete. With this model, the inelastic contraction and dilatation behavior of concrete under compression or tension-compression stress states can be successfully represented. The model has been applied to the analysis of some available experimental data and good correlations are obtained between the analytical and experimental results.</description.abstract><language>eng</language><publisher>American Society of Civil Engineers. The Journal&apos;s web site is located at http://www.pubs.asce.org/journals/st.html</publisher><relation.ispartof>Journal of Structural Engineering</relation.ispartof><rights>Journal of Structural Engineering. Copyright &#169; American Society of Civil Engineers.</rights><title>Heterogeneous hardening plasticity model for concrete</title><type>Article</type><description.nature>link_to_OA_fulltext</description.nature><identifier.doi>10.1061/(ASCE)0733-9445(1994)120:1(46)</identifier.doi><identifier.scopus>eid_2-s2.0-0028194635</identifier.scopus><identifier.hkuros>1247</identifier.hkuros><identifier.volume>120</identifier.volume><identifier.issue>1</identifier.issue><identifier.spage>46</identifier.spage><identifier.epage>62</identifier.epage><publisher.place>United States</publisher.place><bitstream.url>http://hub.hku.hk/bitstream/10722/150023/1/re01.htm</bitstream.url></item>

Author Affiliations

The University of Hong Kong