Analysis of composite beams with partial interaction using the direct stiffness approach accounting for time effects

International Journal for Numerical Methods in Engineering

Volumn 78, Issue 5, 2009, Pages 564-586

  Ranzi, Gianluca ^a   Bradford, M A ^b  

^a UNIVERSITY OF SYDNEY   (Australia)

^b UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

Composite beams; Creep; Direct stiffness analysis; Partial shear interaction; Shrinkage; Time effects

Indexed keywords

AGE-ADJUSTED EFFECTIVE MODULUS METHODS; ALGEBRAIC REPRESENTATIONS; ANALYTICAL SOLUTIONS; BEAM AXIS; COMPOSITE BEAMS; CONTINUOUS COMPOSITE BEAMS; DIRECT STIFFNESS ANALYSIS; DISCRETIZATION; DISCRETIZATIONS; DISPLACEMENT FORMULATIONS; LOCKING PROBLEMS; MEAN STRESS; MODELLING TECHNIQUES; PARTIAL INTERACTIONS; PARTIAL SHEAR INTERACTION; SHEAR CONNECTIONS; SPATIAL DOMAINS; STEEL JOISTS; STRUCTURAL SYSTEMS; TIME ANALYSIS; TIME DOMAINS; TIME EFFECTS; TIME-DEPENDENT BEHAVIOURS;

COMPOSITE BEAMS AND GIRDERS; CONCRETES; CREEP; ELECTRIC LOAD MANAGEMENT; REINFORCEMENT; SHRINKAGE; STIFFNESS;

TIME DOMAIN ANALYSIS;

EID: 65449162982     PISSN: 00295981     EISSN: 10970207     Source Type: Journal    
DOI: 10.1002/nme.2500     Document Type: Article

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