Mihai, Iulia C. ![]() ![]() ![]() |
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Abstract
A unique constitutive model for fibre reinforced concrete (FRC) is presented, which combines a number of mechanics-based sub models for the simulation of directional cracking, rough crack contact and the crack-bridging action of fibres. The model also contains a plasticity component to simulate compressive behaviour. The plasticity component employs a frictional hardening/softening function which considers the variation of compressive strength and strain at peak stress with fibre content. Numerical results from a range of single-point and finite element simulations of experimental tests show that the model captures the characteristic behaviour of conventional fibre reinforced concrete with good accuracy.
Item Type: | Article |
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Date Type: | Publication |
Status: | Published |
Schools: | Engineering |
Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
Uncontrolled Keywords: | Fibre reinforced concrete (FRC); Constitutive model; Damage; Plasticity; Crack-bridging |
Additional Information: | PDF uploading in accordance with publisher's policies at (http://www.sherpa.ac.uk/romeo/issn/0013-7944/) accessed 5.2.16. |
Publisher: | Elsevier |
ISSN: | 0013-7944 |
Funders: | InnovationUK, LUSAS |
Date of First Compliant Deposit: | 30 March 2016 |
Date of Acceptance: | 31 December 2015 |
Last Modified: | 03 Dec 2024 09:01 |
URI: | https://orca.cardiff.ac.uk/id/eprint/86333 |
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