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Tests and behaviour of cold-formed stainless steel tubular X-joints
R. Feng
,
Ben Young
Research output
:
Journal article publication
›
Journal article
›
Academic research
›
peer-review
43
Citations (Scopus)
Overview
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Keyphrases
AISI 304 Steel
25%
Austenitic
25%
Carbon Steel
25%
Chord Member
50%
Cold-formed Steel
100%
Design Specification
25%
Duplex
25%
Eurocode
25%
High Strength
25%
High-strength Stainless Steel
25%
Joint Specimens
25%
Normal Strength
25%
Preload
50%
Proof Stress
50%
Rectangular Hollow Section
25%
Serviceability Limit State
25%
Square Hollow Section
25%
Stainless Steel
25%
State Limit
25%
Steel Structures
25%
Steel Tubular Structure
100%
Strength Design
75%
Tubular X-joints
100%
Ultimate Limit State
25%
Yield Stress
25%
Engineering
Carbon Steel
25%
Chord Member
50%
Design Specification
25%
Design Strength
75%
Duplex Stainless Steel
25%
Eurocodes
25%
Joints (Structural Components)
100%
Limit State
50%
Rectangular Hollow Section
25%
Serviceability
25%
Square Hollow Section
25%
Stainless Steel
100%
Steel Structure
25%
Test Result
25%
Test Specimen
50%
Yield Point
25%