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Evaluation of tin slag polymer concrete column compressive behavior using finite element analysis

In this study, numerical analysis software is used to model the behavior of Tin Slag Polymer Concrete (TSPC) Column under compression. Concrete damage plasticity (CDP) model approach is employed to describe the TSPC property in the finite element (FE) model. FE model is developed based on experiment...

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Main Authors: Manda, Muhamad Soffi, Mat Rejab, Mohd. Ruzaimi, Abu Hassan, Shukur
Format: Conference or Workshop Item
Published: 2023
Subjects:
TJ Mechanical engineering and machinery
Online Access:http://eprints.utm.my/108310/
http://dx.doi.org/10.1007/978-981-19-1457-7_23
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spelling my.utm.1083102024-10-22T08:06:15Z http://eprints.utm.my/108310/ Evaluation of tin slag polymer concrete column compressive behavior using finite element analysis Manda, Muhamad Soffi Mat Rejab, Mohd. Ruzaimi Abu Hassan, Shukur TJ Mechanical engineering and machinery In this study, numerical analysis software is used to model the behavior of Tin Slag Polymer Concrete (TSPC) Column under compression. Concrete damage plasticity (CDP) model approach is employed to describe the TSPC property in the finite element (FE) model. FE model is developed based on experimental work data conducted by previous researcher. FE modelling of the TSPC column is performed with purpose to present baseline data for future improvement of the modelling as well as to facilitate future parametric study. The reason is that TSPC is a new material and there was no available previous FE model reported in previous literature as references. The FE model was validated by comparing the simulation results and experimental data for TSPC column under compression. The results indicate that FE model has achieved compressive strength of 37.65 MPa compared with experimental data of 37.62 MPa indicating 0.08% deviation and almost similar location of failure mode. Stress–strain curve indicating that FE model is stiffer than experimental specimen. In conclusion, the stress–strain curve and failure modes for the FE model must be further improved by adjusting CDP parameter in FE model to be able to describe TSPC column specimen accurately. However, the parameters applied can be used as references for future modification on modelling of the TSPC column under compression. 2023 Conference or Workshop Item PeerReviewed Manda, Muhamad Soffi and Mat Rejab, Mohd. Ruzaimi and Abu Hassan, Shukur (2023) Evaluation of tin slag polymer concrete column compressive behavior using finite element analysis. In: 6th International Conference in Mechanical Engineering Research, ICMER 2021, 6 October 2021 - 27 October 2021, Virtual, UMP, Pahang, Malaysia. http://dx.doi.org/10.1007/978-981-19-1457-7_23
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
topic TJ Mechanical engineering and machinery
spellingShingle TJ Mechanical engineering and machinery
Manda, Muhamad Soffi
Mat Rejab, Mohd. Ruzaimi
Abu Hassan, Shukur
Evaluation of tin slag polymer concrete column compressive behavior using finite element analysis
description In this study, numerical analysis software is used to model the behavior of Tin Slag Polymer Concrete (TSPC) Column under compression. Concrete damage plasticity (CDP) model approach is employed to describe the TSPC property in the finite element (FE) model. FE model is developed based on experimental work data conducted by previous researcher. FE modelling of the TSPC column is performed with purpose to present baseline data for future improvement of the modelling as well as to facilitate future parametric study. The reason is that TSPC is a new material and there was no available previous FE model reported in previous literature as references. The FE model was validated by comparing the simulation results and experimental data for TSPC column under compression. The results indicate that FE model has achieved compressive strength of 37.65 MPa compared with experimental data of 37.62 MPa indicating 0.08% deviation and almost similar location of failure mode. Stress–strain curve indicating that FE model is stiffer than experimental specimen. In conclusion, the stress–strain curve and failure modes for the FE model must be further improved by adjusting CDP parameter in FE model to be able to describe TSPC column specimen accurately. However, the parameters applied can be used as references for future modification on modelling of the TSPC column under compression.
format Conference or Workshop Item
author Manda, Muhamad Soffi
Mat Rejab, Mohd. Ruzaimi
Abu Hassan, Shukur
author_facet Manda, Muhamad Soffi
Mat Rejab, Mohd. Ruzaimi
Abu Hassan, Shukur
author_sort Manda, Muhamad Soffi
title Evaluation of tin slag polymer concrete column compressive behavior using finite element analysis
title_short Evaluation of tin slag polymer concrete column compressive behavior using finite element analysis
title_full Evaluation of tin slag polymer concrete column compressive behavior using finite element analysis
title_fullStr Evaluation of tin slag polymer concrete column compressive behavior using finite element analysis
title_full_unstemmed Evaluation of tin slag polymer concrete column compressive behavior using finite element analysis
title_sort evaluation of tin slag polymer concrete column compressive behavior using finite element analysis
publishDate 2023
url http://eprints.utm.my/108310/
http://dx.doi.org/10.1007/978-981-19-1457-7_23
_version_ 1814043644882059264
score 13.211869

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