Structural behaviour of hollow core reinforced concrete (HCRC) short column under static load / Mohd Samsudin Abdul Hamid and Muhammad Aidil Nordin

The high strength-to-weight and low self-weight ratio of Hollow Core Reinforced Concrete (HCRC) short columns have made them a popular choice for application in construction. Nevertheless, little is known about how HCRC short columns behave when subjected to static loads. This is because HCRC short...

Full description

Saved in:
Bibliographic Details
Main Authors: Abdul Hamid, Mohd Samsudin, Nordin, Muhammad Aidil
Format: Article
Language:English
Published: Universiti Teknologi MARA Cawangan Pulau Pinang 2024
Subjects:
Online Access:https://ir.uitm.edu.my/id/eprint/104082/1/104082.pdf
https://ir.uitm.edu.my/id/eprint/104082/
https://uppp.uitm.edu.my/
Tags: Add Tag
No Tags, Be the first to tag this record!
Institution: Universiti Teknologi Mara
Language: English
id my.uitm.ir.104082
record_format eprints
spelling my.uitm.ir.1040822024-09-30T09:27:25Z https://ir.uitm.edu.my/id/eprint/104082/ Structural behaviour of hollow core reinforced concrete (HCRC) short column under static load / Mohd Samsudin Abdul Hamid and Muhammad Aidil Nordin esteem Abdul Hamid, Mohd Samsudin Nordin, Muhammad Aidil Pulau Pinang Universiti Teknologi MARA The high strength-to-weight and low self-weight ratio of Hollow Core Reinforced Concrete (HCRC) short columns have made them a popular choice for application in construction. Nevertheless, little is known about how HCRC short columns behave when subjected to static loads. This is because HCRC short columns are a relatively recent type of structural member, and there has been little research into how well they behave when subjected to static loads. Given that HCRC short columns are made of composite material, it poses one of the difficulties in understanding their behaviour when subjected to static load. The complex relationship between the steel reinforcement and concrete core potentially affects the column’s ability to support loads and failure more. The purpose of this research is to evaluate their failure mechanisms and assess the structural performance under static load. Finite element models with different configuration are modelled which can simulate the complex behaviour of reinforced concrete structures under static load. This study found that Square Hollow Core (SHC) and Circular Hollow Core (CHC) are known as the most affected columns in terms of displacement compared to Rectangular Hollow Core (RHC). Stress was critically found at the top section of the column and it reduced towards lower section. The finding is able to optimize load-bearing efficiency, reduce material usage, enhance stability, improve resistance, and be proposed as modern structural applications. Universiti Teknologi MARA Cawangan Pulau Pinang 2024-09 Article PeerReviewed text en https://ir.uitm.edu.my/id/eprint/104082/1/104082.pdf Structural behaviour of hollow core reinforced concrete (HCRC) short column under static load / Mohd Samsudin Abdul Hamid and Muhammad Aidil Nordin. (2024) ESTEEM Academic Journal <https://ir.uitm.edu.my/view/publication/ESTEEM_Academic_Journal/>, 20. pp. 65-76. ISSN 1675-7939 https://uppp.uitm.edu.my/
institution Universiti Teknologi Mara
building Tun Abdul Razak Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Mara
content_source UiTM Institutional Repository
url_provider http://ir.uitm.edu.my/
language English
topic Pulau Pinang
Universiti Teknologi MARA
spellingShingle Pulau Pinang
Universiti Teknologi MARA
Abdul Hamid, Mohd Samsudin
Nordin, Muhammad Aidil
Structural behaviour of hollow core reinforced concrete (HCRC) short column under static load / Mohd Samsudin Abdul Hamid and Muhammad Aidil Nordin
description The high strength-to-weight and low self-weight ratio of Hollow Core Reinforced Concrete (HCRC) short columns have made them a popular choice for application in construction. Nevertheless, little is known about how HCRC short columns behave when subjected to static loads. This is because HCRC short columns are a relatively recent type of structural member, and there has been little research into how well they behave when subjected to static loads. Given that HCRC short columns are made of composite material, it poses one of the difficulties in understanding their behaviour when subjected to static load. The complex relationship between the steel reinforcement and concrete core potentially affects the column’s ability to support loads and failure more. The purpose of this research is to evaluate their failure mechanisms and assess the structural performance under static load. Finite element models with different configuration are modelled which can simulate the complex behaviour of reinforced concrete structures under static load. This study found that Square Hollow Core (SHC) and Circular Hollow Core (CHC) are known as the most affected columns in terms of displacement compared to Rectangular Hollow Core (RHC). Stress was critically found at the top section of the column and it reduced towards lower section. The finding is able to optimize load-bearing efficiency, reduce material usage, enhance stability, improve resistance, and be proposed as modern structural applications.
format Article
author Abdul Hamid, Mohd Samsudin
Nordin, Muhammad Aidil
author_facet Abdul Hamid, Mohd Samsudin
Nordin, Muhammad Aidil
author_sort Abdul Hamid, Mohd Samsudin
title Structural behaviour of hollow core reinforced concrete (HCRC) short column under static load / Mohd Samsudin Abdul Hamid and Muhammad Aidil Nordin
title_short Structural behaviour of hollow core reinforced concrete (HCRC) short column under static load / Mohd Samsudin Abdul Hamid and Muhammad Aidil Nordin
title_full Structural behaviour of hollow core reinforced concrete (HCRC) short column under static load / Mohd Samsudin Abdul Hamid and Muhammad Aidil Nordin
title_fullStr Structural behaviour of hollow core reinforced concrete (HCRC) short column under static load / Mohd Samsudin Abdul Hamid and Muhammad Aidil Nordin
title_full_unstemmed Structural behaviour of hollow core reinforced concrete (HCRC) short column under static load / Mohd Samsudin Abdul Hamid and Muhammad Aidil Nordin
title_sort structural behaviour of hollow core reinforced concrete (hcrc) short column under static load / mohd samsudin abdul hamid and muhammad aidil nordin
publisher Universiti Teknologi MARA Cawangan Pulau Pinang
publishDate 2024
url https://ir.uitm.edu.my/id/eprint/104082/1/104082.pdf
https://ir.uitm.edu.my/id/eprint/104082/
https://uppp.uitm.edu.my/
_version_ 1811690150502072320