Nonlinear finite element analysis of rectangular reinforced concrete slabs strengthened by fiber reinforced plastics

Lesmana, Cindrawaty and Hu, H.-T. (2025) Nonlinear finite element analysis of rectangular reinforced concrete slabs strengthened by fiber reinforced plastics. Scientia Iranica, 22 (3). pp. 615-628.

[img] Text
Nonlinear Finite Element Analysis_lengkap.pdf

Download (7Mb)
[img] Text
Bukti Korespondensi_Nonlinear Finite Element Analysis.pdf

Download (355Kb)
[img] Text
Turnitin_Nonlinear Finite element analysis.pdf

Download (3724Kb)

Abstract

Strengthening reinforced concrete members by bonding fiber reinforced plastics on the tension face has become a viable alternative to address strength defciency problems. This paper investigates rectangular composite slabs subjected to a distributed load using Abaqus finite element software. A parametric study, using appropriate constitutive models, is generated to stimulate the nonlinear material behavior of the reinforced concrete and FRP. The numerical analysis examines the behavior and maximum capacity of the composite slabs. The paper presents the finite element analysis results for concrete slabs strengthened with FRP material. The proposed �tted equation is applicable in the preliminary investigation for engineering applications.

Item Type: Article
Contributors:
ContributionContributorsNIDN/NIDKEmail
AuthorLesmana, CindrawatyUNSPECIFIEDUNSPECIFIED
AuthorHu, H.-T.UNSPECIFIEDUNSPECIFIED
Subjects: T Technology > T Technology (General)
Depositing User: Perpustakaan Maranatha
Date Deposited: 10 Jul 2025 10:45
Last Modified: 10 Jul 2025 10:48
URI: http://repository.maranatha.edu/id/eprint/34678

Actions (login required)

View Item View Item