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The Bonding Behaviour Between UHPC and Concrete Filled Steel Tubular with Different a/d Ratios and Shapes

Concrete Steel Filled Tubular (CFST) has been used throughout the decades in every construction especially in high-rise buildings, bridges, and huge infrastructures due to their advantages and economic benefits. As the modernization of the world has advanced, taller high-rise building and longer bri...

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Main Author: Sui Siang, Ng
Format: Final Year Project
Language:English
Published: 2022
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://utpedia.utp.edu.my/id/eprint/24155/1/The%20Bonding%20Behaviour%20Between%20UHPC%20and%20Concrete%20Filled%20Steel%20Tubular%20with%20Different%20ad%20Ratios%20and%20Shapes.pdf
http://utpedia.utp.edu.my/id/eprint/24155/
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spelling oai:utpedia.utp.edu.my:241552023-03-17T08:02:25Z http://utpedia.utp.edu.my/id/eprint/24155/ The Bonding Behaviour Between UHPC and Concrete Filled Steel Tubular with Different a/d Ratios and Shapes Sui Siang, Ng TA Engineering (General). Civil engineering (General) Concrete Steel Filled Tubular (CFST) has been used throughout the decades in every construction especially in high-rise buildings, bridges, and huge infrastructures due to their advantages and economic benefits. As the modernization of the world has advanced, taller high-rise building and longer bridges are designed and desired to be built by all to keep up with the world’s population. Unfortunately, Concrete Steel Filled Tubular has a limited compressive strength. Thus, Concrete Steel Filled Tubular will fail when it is subjected to loads higher than its designed compressive strength. To overcome the flaw of conventional concrete, Ultra High-Performance Concrete Steel Filled Tubular (UHPCSFT) is then developed after Concrete Steel Filled Tubular (CFST) can no longer sustain the demands of the world 2022-09 Final Year Project NonPeerReviewed text en http://utpedia.utp.edu.my/id/eprint/24155/1/The%20Bonding%20Behaviour%20Between%20UHPC%20and%20Concrete%20Filled%20Steel%20Tubular%20with%20Different%20ad%20Ratios%20and%20Shapes.pdf Sui Siang, Ng (2022) The Bonding Behaviour Between UHPC and Concrete Filled Steel Tubular with Different a/d Ratios and Shapes. [Final Year Project] (Submitted)
institution Universiti Teknologi Petronas
building UTP Resource Centre
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Petronas
content_source UTP Electronic and Digitized Intellectual Asset
url_provider http://utpedia.utp.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Sui Siang, Ng
The Bonding Behaviour Between UHPC and Concrete Filled Steel Tubular with Different a/d Ratios and Shapes
description Concrete Steel Filled Tubular (CFST) has been used throughout the decades in every construction especially in high-rise buildings, bridges, and huge infrastructures due to their advantages and economic benefits. As the modernization of the world has advanced, taller high-rise building and longer bridges are designed and desired to be built by all to keep up with the world’s population. Unfortunately, Concrete Steel Filled Tubular has a limited compressive strength. Thus, Concrete Steel Filled Tubular will fail when it is subjected to loads higher than its designed compressive strength. To overcome the flaw of conventional concrete, Ultra High-Performance Concrete Steel Filled Tubular (UHPCSFT) is then developed after Concrete Steel Filled Tubular (CFST) can no longer sustain the demands of the world
format Final Year Project
author Sui Siang, Ng
author_facet Sui Siang, Ng
author_sort Sui Siang, Ng
title The Bonding Behaviour Between UHPC and Concrete Filled Steel Tubular with Different a/d Ratios and Shapes
title_short The Bonding Behaviour Between UHPC and Concrete Filled Steel Tubular with Different a/d Ratios and Shapes
title_full The Bonding Behaviour Between UHPC and Concrete Filled Steel Tubular with Different a/d Ratios and Shapes
title_fullStr The Bonding Behaviour Between UHPC and Concrete Filled Steel Tubular with Different a/d Ratios and Shapes
title_full_unstemmed The Bonding Behaviour Between UHPC and Concrete Filled Steel Tubular with Different a/d Ratios and Shapes
title_sort bonding behaviour between uhpc and concrete filled steel tubular with different a/d ratios and shapes
publishDate 2022
url http://utpedia.utp.edu.my/id/eprint/24155/1/The%20Bonding%20Behaviour%20Between%20UHPC%20and%20Concrete%20Filled%20Steel%20Tubular%20with%20Different%20ad%20Ratios%20and%20Shapes.pdf
http://utpedia.utp.edu.my/id/eprint/24155/
_version_ 1761620923703623680
score 13.223943

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