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Material and local buckling response of ferritic stainless steel sections
M. Bock
, L. Gardner, E. Real
Civil Engineering
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peer-review
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Dive into the research topics of 'Material and local buckling response of ferritic stainless steel sections'. Together they form a unique fingerprint.
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Keyphrases
Local Buckling
100%
Steel Section
100%
Ferritic Stainless Steel
100%
Buckling Response
100%
EN 1993-1-4
42%
Continuous Strength Method
42%
Strain Hardening
28%
Material Model
28%
Stainless Steel Grades
28%
Numerical Results
14%
Finite Element
14%
Ductility
14%
Design Stress
14%
Annexe
14%
Austenitic Stainless Steel
14%
Material Response
14%
Effective Width
14%
Conservatism
14%
Duplex Stainless Steel
14%
ABAQUS
14%
Structural Design
14%
Finite Element Package
14%
Deformation Strain
14%
Design Provisions
14%
Test Elements
14%
Slenderness Limit
14%
Deformation Capacity
14%
Alternative Design Approaches
14%
Rectangular Hollow Section
14%
Finite Element Data
14%
Hollow Channel
14%
Structural Cross-section
14%
Proof Stress
14%
Section Geometry
14%
Material Saving
14%
Cold-formed Square Hollow Section
14%
Stress-strain Data
14%
Welded I-sections
14%
Section Type
14%
Strain-hardening Characteristics
14%
Steel Structural
14%
Engineering
Ferritic Stainless Steel
100%
Local Buckling
100%
Strain Hardening
42%
Cross Section
28%
Finite Element Analysis
28%
Buckling Behavior
28%
Material Model
28%
Steel Grade
28%
Applicability
14%
Collected Data
14%
Strain Data
14%
Stainless Steel
14%
Austenitic Stainless Steel
14%
Material Response
14%
Duplex Stainless Steel
14%
Parametric Study
14%
Structural Design
14%
Finite Element Result
14%
Slenderness
14%
Design Provision
14%
Slenderness Limit
14%
Rectangular Hollow Section
14%
Effective Width
14%
Square Hollow Section
14%
Element Data
14%
Design Stress
14%