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Title: THREE-DIMENSIONAL CONSTITUTIVE AND FAILURE MODELING OF POLYMER CONCRETE MATERIALS
Accession Number: 00633499
Record Type: Component
Availability: Find a library where document is available Abstract: A constitutive model based on the theory of plasticity is proposed and used to characterize the stress-deformation behavior of three epoxy concrete materials. It allows for factors such as stress hardening, volume changes, stress paths, temperature, cohesive and tensile strengths, and variation of yield behavior with mean pressure. It is applied to characterize behavior of three epoxy concrete materials. The constants for the model are determined from a series of available laboratory tests. The model is verified with respect to observed laboratory responses. Overall, the proposed model is found to be suitable to characterize the behavior of these three epoxy concrete materials.
Supplemental Notes: This paper appears in Transportation Research Record No. 1382, Part 2: Developments in Concrete Technology. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved
Monograph Title: Part 1: 1993 TRB Distinguished Lecture (Bryant Mather); part 2: developments in concrete technology Monograph Accession #: 01405142
Language: English
Authors: Salami, M RezaZhao, ShilongPagination: p. 51-56
Publication Date: 1993
Serial: ISBN: 0309054516
Features: Figures
(9)
; References
(12)
; Tables
(1)
TRT Terms: Uncontrolled Terms: Old TRIS Terms: Subject Areas: Highways; Materials; I32: Concrete
Files: TRIS, TRB, ATRI
Created Date: Jul 21 1993 12:00AM
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