Now showing items 1-5 of 5
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 ...
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 ...
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 ...
Strength of Slotted Stainless Steel Tubular Member Tension Connections
In the present study, shear lag induced failure of slotted end tension connections is considered for circular hollow section members in stainless steel. The failure of slotted end tension connections is mostly governed by ...