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FE Analysis of Cracking in Concrete due to Shear Loading
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Structural Design and Bridges (name changed 20110630).ORCID iD: 0000-0003-3586-8988
2008 (English)In: Nordic Concrete Research: Research projects 2008 / [ed] J. Silfwerbrand, 2008, 202-203 p.Conference paper, Published paper (Refereed)
Abstract [en]

Shear type failure in concrete is often complicated to calculate due to its brittle nature. The strongly non-linear behaviour results in a significant drop in load carrying capacity which usually leads to numerical convergence difficulties. There are several different constitutive models developed to describe the behaviour of concrete. A realistic model of the concrete behaviour enables accurate simulation of actual structural behaviour in service and in ultimate limit state. In this paper non-linear finite element (FE) analyses of concrete beams subjected to in-plane forces resulting in a shear type failure are analysed with different continuum based concrete models.

Place, publisher, year, edition, pages
2008. 202-203 p.
Keyword [en]
Finite elements, fracture, shear, crack width
National Category
Infrastructure Engineering
Identifiers
URN: urn:nbn:se:kth:diva-72447ISBN: 978-82-8208-007-1 (print)OAI: oai:DiVA.org:kth-72447DiVA: diva2:487601
Conference
Nordic Concrete Research. Bålsta, Sweden. June 8-11 2008
Note
QC 20120509Available from: 2012-01-31 Created: 2012-01-31 Last updated: 2012-05-09Bibliographically approved

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