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Article: Discussion on elastic modulus of normal and high strength concrete in Hong Kong

TitleDiscussion on elastic modulus of normal and high strength concrete in Hong Kong
Authors
Issue Date2001
PublisherHong Kong Institution of Engineers. The Journal's web site is located at http://www.hkie.org.hk/html/publications/transactions/index.asp
Citation
Transactions Hong Kong Institution Of Engineers, 2001, v. 8 n. 3, p. 60-61 How to Cite?
AbstractElastic modulus of normal and high strength concretes has been discussed. This property of concrete is very crucial for engineers to understand the behaviour of concrete. The modulus of elasticity increased with the increase in compressive strength of concrete and the use of a mean modulus value related to the 28 days characteristic strength provides an estimate during design for the calculation. An improvement of 10 or 20% in elastic modulus has significant effect on the stiffness as stiffness of a member is directly proportional to the elastic modulus.
Persistent Identifierhttp://hdl.handle.net/10722/150198
ISSN
2015 SCImago Journal Rankings: 0.145

 

DC FieldValueLanguage
dc.contributor.authorKwan, AKHen_US
dc.contributor.authorZheng, Wen_US
dc.contributor.authorLee, PKKen_US
dc.contributor.authorRead, ASen_US
dc.date.accessioned2012-06-26T06:02:10Z-
dc.date.available2012-06-26T06:02:10Z-
dc.date.issued2001en_US
dc.identifier.citationTransactions Hong Kong Institution Of Engineers, 2001, v. 8 n. 3, p. 60-61en_US
dc.identifier.issn1023-697Xen_US
dc.identifier.urihttp://hdl.handle.net/10722/150198-
dc.description.abstractElastic modulus of normal and high strength concretes has been discussed. This property of concrete is very crucial for engineers to understand the behaviour of concrete. The modulus of elasticity increased with the increase in compressive strength of concrete and the use of a mean modulus value related to the 28 days characteristic strength provides an estimate during design for the calculation. An improvement of 10 or 20% in elastic modulus has significant effect on the stiffness as stiffness of a member is directly proportional to the elastic modulus.en_US
dc.languageengen_US
dc.publisherHong Kong Institution of Engineers. The Journal's web site is located at http://www.hkie.org.hk/html/publications/transactions/index.aspen_US
dc.relation.ispartofTransactions Hong Kong Institution of Engineersen_US
dc.titleDiscussion on elastic modulus of normal and high strength concrete in Hong Kongen_US
dc.typeArticleen_US
dc.identifier.emailKwan, AKH:khkwan@hkucc.hku.hken_US
dc.identifier.emailLee, PKK:hreclkk@hkucc.hku.hken_US
dc.identifier.authorityKwan, AKH=rp00127en_US
dc.identifier.authorityLee, PKK=rp00141en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-0035705914en_US
dc.identifier.volume8en_US
dc.identifier.issue3en_US
dc.identifier.spage60en_US
dc.identifier.epage61en_US
dc.publisher.placeHong Kongen_US
dc.identifier.scopusauthoridKwan, AKH=7101738204en_US
dc.identifier.scopusauthoridZheng, W=7403566206en_US
dc.identifier.scopusauthoridLee, PKK=24522826500en_US
dc.identifier.scopusauthoridRead, AS=7201726335en_US

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