Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/153824
Title: Experimental study of stainless steel channel-to-plate connections under tension
Authors: May, Soe Kyaw
Keywords: Engineering::Civil engineering
Issue Date: 2021
Publisher: Nanyang Technological University
Source: May, S. K. (2021). Experimental study of stainless steel channel-to-plate connections under tension. Final Year Project (FYP), Nanyang Technological University, Singapore. https://hdl.handle.net/10356/153824
Abstract: Experimental study of austenitic stainless steel channel-to-plate connections has been conducted and presented in this report. The experimental tests of sixteen specimens with various configurations which were fabricated from grade 304 austenitic stainless steel are reported. The experimental programme in this project consisted of material tensile coupon tests and connection tests. The geometric factors affecting the ultimate tensile strength capacity of the austenitic stainless steel channel-to-plate connections were studied by analysing the obtained test results. Moreover, the test results were used to conduct an accuracy assessment of two current design standards – European code and American specification. It was found that the European code provides conservative capacity predictions, while the American specification offers more accurate capacity predictions.
URI: https://hdl.handle.net/10356/153824
Fulltext Permission: restricted
Fulltext Availability: With Fulltext
Appears in Collections:CEE Student Reports (FYP/IA/PA/PI)

Files in This Item:
File Description SizeFormat 
May Soe Kyaw_FYP.pdf
  Restricted Access
1.16 MBAdobe PDFView/Open

Page view(s)

45
Updated on May 23, 2022

Download(s)

6
Updated on May 23, 2022

Google ScholarTM

Check

Items in DR-NTU are protected by copyright, with all rights reserved, unless otherwise indicated.