A study on effective strains in different FRP shear strengthening schemes for analytical optimized truss models

Hor, Y. and Teo, W. (2014) A study on effective strains in different FRP shear strengthening schemes for analytical optimized truss models. Advanced Materials Research, 935. pp. 168-171. ISSN 10226680

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Abstract

This paper presents an optimized truss model based on the principle of minimum total energy theorem. Six most recent effective strain εfrp,e models including three design guidelines were selected for the analysis. Three reinforced concrete beams strengthened with different fiber reinforced polymer (FRP) schemes were chosen. Comparing with current design guidelines, the results of these three beams indicate that the optimized model is promising and encouraging. © (2014) Trans Tech Publications, Switzerland.

Item Type: Article
Additional Information: cited By 0; Conference of 3rd International Conference on Green Buildings Technologies and Materials, GBTM 2013 ; Conference Date: 21 December 2013 Through 22 December 2013; Conference Code:105356
Uncontrolled Keywords: Concrete beams and girders; Design; Reinforced concrete; Shear strength; Strain, Effective strain; External FRP; Fiber reinforced polymers; Optimized models; Reinforced concrete beams; Shear strengthening schemes; Total energy; Truss model, Trusses
Depositing User: Mr Ahmad Suhairi UTP
Date Deposited: 09 Nov 2023 16:17
Last Modified: 09 Nov 2023 16:17
URI: https://khub.utp.edu.my/scholars/id/eprint/5349

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