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

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)

[thumbnail of The Bonding Behaviour Between UHPC and Concrete Filled Steel Tubular with Different ad Ratios and Shapes.pdf]
Preview
Text
The Bonding Behaviour Between UHPC and Concrete Filled Steel Tubular with Different ad Ratios and Shapes.pdf

Download (2MB) | Preview

Abstract

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

Item Type: Final Year Project
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Departments / MOR / COE: Engineering > Civil
Depositing User: Ms Nurul Aidayana Mohammad Noordin
Date Deposited: 14 Feb 2023 07:18
Last Modified: 17 Mar 2023 08:02
URI: http://utpedia.utp.edu.my/id/eprint/24155

Actions (login required)

View Item
View Item