Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/157797
Title: Test and design of built-up stainless steel stub columns
Authors: Luqmanul Haziq Kamarudin
Keywords: Engineering::Civil engineering::Structures and design
Issue Date: 2022
Publisher: Nanyang Technological University
Source: Luqmanul Haziq Kamarudin (2022). Test and design of built-up stainless steel stub columns. Final Year Project (FYP), Nanyang Technological University, Singapore. https://hdl.handle.net/10356/157797
Project: ST-23
Abstract: An investigation on the ultimate compressive load capacity of 2 configurations of screw-fastened Built-Up Stainless Steel stub column sections is presented in this report. Austenitic stainless steel grade EN 1.4301 plates were first press-braked into C-channels and cut to their desired lengths, before being connected by self-drilling screws to form the 2 cross-sections. Initial geometric and imperfection measurements were done to establish the dimensions and geometric irregularities of the specimens. The material properties of the specimens were then established through tensile coupon tests. A total of 20 specimens were then subjected to stub column tests to study their compressive resistances and local buckling behaviour. The compressive strengths of the specimens from the stub column tests were used to evaluate the accuracy and capability of 2 existing design codes – Eurocode 3 and American Society of Civil Engineers Specifications, in predicting the compressive capacities of the stub column specimens. It was found that both codes were able to closely predict the compressive strengths of the specimens, with similar degrees of accuracy. With certain overlap thickness factors used, the predicted compressive strengths of the 2 codes were also conservative in predicting the compressive capacities of these stub column specimens.
URI: https://hdl.handle.net/10356/157797
Fulltext Permission: restricted
Fulltext Availability: With Fulltext
Appears in Collections:CEE Student Reports (FYP/IA/PA/PI)

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