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Mar 14, 2003

Scale Transition in Steel-Concrete Interaction. II: Applications

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Publication: Journal of Engineering Mechanics
Volume 129, Issue 4

Abstract

The proposed mode of consideration of the steel-concrete interaction (Part I) is applied to real-life engineering structures. Two structures recently investigated numerically at Vienna University of Technology are considered: (1) the reinforced concrete (RC) cooling tower III Ptolemaı¨s SES (Greece) and (2) a part of the shotcrete tunnel lining installed at the Lainzer tunnel (Austria). In both examples, the uniaxial fracture criterion used in Part I is replaced by the maximum stress (Rankine) criterion. Together with the Drucker-Prager criterion, which is used for the simulation of compressive failure of concrete/shotcrete, it defines the space of admissible stress states in the framework of multisurface plasticity. For the simulation of early-age fracture of shotcrete, consideration of the steel-concrete interaction presented in Part I of this paper is extended towards young shotcrete. Similar to the benchmark problem investigated in Part I of this paper, several analyses with different degrees of consideration of the steel-concrete interaction are performed. The obtained results give insight into the influence of the steel-concrete interaction on the load-carrying behavior of the investigated structures.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 129Issue 4April 2003
Pages: 403 - 413

History

Received: Dec 17, 2001
Accepted: Jul 24, 2002
Published online: Mar 14, 2003
Published in print: Apr 2003

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Authors

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Roman Lackner
Research Assistant, Institute for Strength of Materials, Vienna Univ. of Technology, Karlsplatz 13/202, A-1040 Vienna, Austria.
Herbert A. Mang, F.ASCE
Professor, Institute for Strength of Materials, Vienna Univ. of Technology, Karlsplatz 13/202, A-1040 Vienna, Austria.

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