Design provisions for sections containing unstiffened elements with stress gradient

Journal of Structural Engineering

Volumn 130, Issue 10, 2004, Pages 1620-1628

  Bambach, M R ^a   Rasmussen, K J R ^a  

^a UNIVERSITY OF SYDNEY   (Australia)

Author keywords

Bearing capacity; Computation; Gradient; Plates; Stiffening; Stress; Thin wall sections

Indexed keywords

APPROXIMATION THEORY; BEARING CAPACITY; BUCKLING; ELASTICITY; MATHEMATICAL MODELS; PLATES (STRUCTURAL COMPONENTS); STEEL; STIFFNESS; STRESSES; STRUCTURAL DESIGN; TENSILE TESTING;

GRADIENT; INELASTIC RESERVE CAPACITY; STIFFENING; THIN WALL SECTIONS;

THIN WALLED STRUCTURES;

EID: 13844297623     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2004)130:10(1620)     Document Type: Article

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