NDLI: Study on dynamic constitutive relations for concrete with finite deformation

Content Provider	Springer Nature Link
Author	Shu yu, Chen Cheng kang, Shen Wu gen, Jin
Copyright Year	2004
Abstract	The differences between finite deformation and infinitesimal deformation are discussed. They are exercised on elasto-viscoplastic constitutive relations of concrete. Then, a rate-dependent mechanics model was presented on the basis of Ottosen's four-parameter yield criterion, where different loading surface transferring laws were taken into account, when material was in hardening stage or in softening stage, respectively. The model is well established, so that it can be applied to simulate the response of concrete subject to impact loading. Green-Naghdi stress rate was introduced as objective stress rate. Appropriate hypothesis was postulated in accordance with many experimental results, which could reflect the mechanical behaviour of concrete with large deformation. Available thoughts as well as effective methods are also provided for the research on related engineering problems.
Ending Page	1381
Page Count	8
Starting Page	1374
File Format	PDF
ISSN	02534827
e-ISSN	15732754
Journal	Applied Mathematics and Mechanics
Issue Number	12
Volume Number	25
Language	English
Publisher	Kluwer Academic Publishers
Publisher Date	2004-01-01
Publisher Place	Dordrecht
Access Restriction	One Nation One Subscription (ONOS)
Subject Keyword	concrete strain-rate effect impact loading finite deformation Mechanics consititutive model Applications of Mathematics Mathematical Modeling and Industrial Mathematics Nonlinear constitutive equations Composite and mixture properties
Content Type	Text
Resource Type	Article
Subject	Applied Mathematics Mechanics of Materials Mechanical Engineering

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