2016•Journal of Computer Science & Computational MathematicsRequires access

Finite Element Analysis of Precast Lightweight Foamed Concrete Sandwich Panel Subjected to Axial Compression

Wan Inn Goh, Noridah Mohamad, Rini Asnida Abdullah, Abdul Aziz Abdul Samad

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Abstract

Quasi static finite element analysis (FEA) was conducted on precast lightweight foamed concrete sandwich panel (PLFP) using ABAQUS/Explicit module to study its structural behavior. The PLFP subjected to axial load was simulated under perfect and imperfect conditions. Results from the FEA were validated with experimental data accurately. The analysis produced ultimate load carrying capacity, damage criteria and vertical and horizontal displacement. It was found that the proposed finite element model for PLFP with perfect and imperfection conditions can predict the structural behavior of PLFP accurately. Therefore, a computational study by using FEA can be used as an economical alternative tool to replace the experimental study of structural behavior of PLFP.

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What this paper is about

Quasi static finite element analysis (FEA) was conducted on precast lightweight foamed concrete sandwich panel (PLFP) using ABAQUS/Explicit module to study its structural behavior. The PLFP subjected to axial load was simulated under perfect and imperfect conditions. Results from the FEA were validated with experimental data accurately. The analysis produced ultimate load carrying capacity, damage criteria and vertical and horizontal displacement. It was found that the proposed finite element model for PLFP with perfect and imperfection conditions can predict the structural behavior of PLFP accurately. Therefore, a computational study by using FEA can be used as an economical alternative tool to replace the experimental study of structural behavior of PLFP.

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OpenAlex reports 19 citations for this work. Citation counts describe recorded attention and do not establish research quality.

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Available abstract

Quasi static finite element analysis (FEA) was conducted on precast lightweight foamed concrete sandwich panel (PLFP) using ABAQUS/Explicit module to study its structural behavior. The PLFP subjected to axial load was simulated under perfect and imperfect conditions. Results from the FEA were validated with experimental data accurately. The analysis produced ultimate load carrying capacity, damage criteria and vertical and horizontal displacement. It was found that the proposed finite element model for PLFP with perfect and imperfection conditions can predict the structural behavior of PLFP accurately. Therefore, a computational study by using FEA can be used as an economical alternative tool to replace the experimental study of structural behavior of PLFP.

Key concepts: Precast concrete, Structural engineering, Finite element method, Materials science, Sandwich panel, Compression (physics), Sandwich-structured composite, Composite material

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