Now showing items 1-4 of 4
Behavior and design of seam-welded stainless steel circular hollow section flexural members
(ASCE-AMER SOC CIVIL ENGINEERS, 1801 ALEXANDER BELL DR, RESTON, VA 20191-4400 USA, 2007-12)
In an experimental study, a series of tests was per-formed on seam-welded structural stainless steel circular hollow sections (CHS) subjected to bending. The test program included various cross section geometries of CHS ...
Strength and stability criteria for thin-walled stainless steel circular hollow section members under bending
(ELSEVIER SCI LTD, THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, OXON, ENGLAND, 2005-10)
A series of tests consisting of various cross-section geometries were performed on structural stainless steel circular hollow sections (CHS) subjected to bending. The test program comprised a total of eight tests on CHS ...
Investigations On The Bearing Strength Of Stainless Steel Bolted Plates Under In-Plane Tension
(Techno-Press, Po Box 33, Yuseong, Daejeon 305-600, South Korea, 2009-04)
This paper presents a study on the behavior and design of bolted stainless steel plates under in-plane tension. Using an experimentally validated finite element (FE) program strength of stainless steel bolted plates under ...
Behavior and design of stainless steel tubular member welded end connections
(Techno-Press, Po Box 33, Yuseong, Daejeon 305-600, South Korea, 2014-09)
Among the various alternatives to make a steel tubular member connection, making a slotted and gusset plate welded connection is one of the most frequently preferred alternatives. This type of connection is essentially an ...