INELASTIC LINE SPRINGS IN NON‐LINEAR ANALYSIS OF CRACKED TUBULAR JOINTS

Fatigue & Fracture of Engineering Materials & Structures

Volumn 18, Issue 4, 1995, Pages 463-475

  Skallerud, B ^a  

^a NORWEGIAN UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Norway)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING STRENGTH; CALCULATIONS; ELASTIC MODULI; FINITE ELEMENT METHOD; PIPE JOINTS; STRAIN; STRESSES; TENSILE STRENGTH; TUBULAR STEEL STRUCTURES; VECTORS;

ELASTIC STRAIN ENERGY; FINITE SHELL ELEMENT ANALYSIS; GLOBAL LOAD DISPLACEMENT BEHAVIOR; LINE SPRINGS; PLASTIC MODULI; TENSILE STRESS; TUBULAR JOINTS; ULTIMATE CAPACITY;

CRACKS;

EID: 0029293310     PISSN: 8756758X     EISSN: 14602695     Source Type: Journal    
DOI: 10.1111/j.1460-2695.1995.tb01189.x     Document Type: Article

References (29)

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