|Table of Contents|

Comparisons of Design Methods for Bolted Connection of Stainless Steel Structures(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2012年01期
Page:
115-120
Research Field:
Publishing date:

Info

Title:
Comparisons of Design Methods for Bolted Connection of Stainless Steel Structures
Author(s):
GUAN Jian1;  WANG Yuan-qing2; 3;  ZHANG Yong1;  SHI Yong-jiu2; 3
1. School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China; 2. Key Laboratory of Civil Engineering Safety and Durability of Ministry of Education, Tsinghua University, Beijing 100084, China; 3. Department of Civil Engineering, Ts
Keywords:
stainless steel structure;  bolt connection;  design method;  bearing capacity
PACS:
TU391
DOI:
-
Abstract:
According to European Code EN 1993-1-4:2006, American Code ASCE/SEI 8-02, Australian/New Zealand Code AS/NZS 4673:2001, Japanese Design Code for Stainless Steel Structure, and Chinese Code GB 50017—2003, bolted connection for stainless steel was contrasted in the design process, including the bearing capacity of net cross-section, the bearing capacity, the shear capacity, the tensile bearing capacity of the bolt connection, and the bearing capacity under combined shear and tension. The related example in calculation was given and the results of the design were compared. The results show that the calculation results in design of European Code is detailed, the Japanese Design Code for Stainless Steel Structure is relatively comprehensive, and it is not proper that GB 50017—2003 is applied in the design of bolt connections in stainless steel structures. Further systematic research should be carried out.

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Last Update: 2012-03-20