Buckling behaviour of S960 ultra-high strength steel welded I-section columns

This paper shows a comprehensive experimental and numerical modelling programme on the material properties and buckling behaviour of welded I-sections columns fabricated from grade S960 ultra-high-strength steel plates. Tests including material tensile coupon tests, residual stress measurements, ini...

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Bibliographic Details
Main Author: Tee, Victory Wei Liang
Other Authors: Zhao Ou
Format: Final Year Project
Language:English
Published: Nanyang Technological University 2020
Subjects:
Online Access:https://hdl.handle.net/10356/138485
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Institution: Nanyang Technological University
Language: English