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Numerical Techniques for Predicting Brittle Failure of Reinforced Concrete Planar Structures

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Authors
Park, Hong-gun; Klingner, R. E; Wheat, D. L.
Issue Date
1995-10
Publisher
American Society of Civil Engineers (ASCE)
Citation
J. Struct. Engrg. 121(10), 1507-1513
Keywords
predictingbrittle failureplanar structures
Abstract
Reinforced concrete members sometimes experience brittle failures, characterized by a sudden decrease in load capacity. Such brittle failures include shear failure and flexural crushing failure without yielding of flexural reinforcement. Usually, it is very difficult to obtain analytical predictions of the brittle failures and to verify the failure mechanism. The objective of this paper is to investigate nonlinear numerical methods for predicting complete member behavior at target displacements including brittle failure, and to investigate the propagation of cracking and crushing related to the brittle failure. In particular, the validity of an arc-length method and a displacement-control method will be investigated, using existing monotonic and cyclic cracked concrete models proposed by the writers.
ISSN
0733-9445
Language
English
URI
http://hdl.handle.net/10371/8122
DOI
https://doi.org/10.1061/(ASCE)0733-9445(1995)121:10(1507)
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College of Engineering/Engineering Practice School (공과대학/대학원)Dept. of Architecture and Architectural Engineering (건축학과)Journal Papers (저널논문_건축학과)
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