Nonlinear analysis of moderately thick reinforced concrete slabs at elevated temperatures using a rectangular layered plate element with Timoshenko beam functions

Engineering Structures

Volumn 29, Issue 10, 2007, Pages 2751-2761

  Zhang, Y X ^a   Bradford, M A ^a  

^a UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

Rectangular layered plate element; Reinforced concrete slabs; Shear locking; Tensile membrane action; Thermal loading; Timoshenko's composite beam functions

Indexed keywords

BEAMS AND GIRDERS; BENDING (DEFORMATION); FINITE ELEMENT METHOD; LOAD LIMITS; NONLINEAR ANALYSIS; NUMERICAL ANALYSIS; PLATES (STRUCTURAL COMPONENTS); REINFORCED CONCRETE; STRUCTURAL ANALYSIS; STRUCTURAL LOADS; TENSILE STRESS; THERMAL LOAD;

RECTANGULAR LAYERED PLATE ELEMENT; REINFORCED CONCRETE SLAB; TIMOSHENKO'S COMPOSITE BEAM FUNCTION;

CONCRETE SLABS;

BEAMS AND GIRDERS; BENDING (DEFORMATION); CONCRETE SLABS; FINITE ELEMENT METHOD; LOAD LIMITS; NONLINEAR ANALYSIS; NUMERICAL ANALYSIS; PLATES (STRUCTURAL COMPONENTS); REINFORCED CONCRETE; STRUCTURAL ANALYSIS; STRUCTURAL LOADS; TENSILE STRESS; THERMAL LOAD;

BENDING; COMPOSITE; FINITE ELEMENT METHOD; LAGRANGIAN ANALYSIS; LOADING; NONLINEARITY; REINFORCED CONCRETE; STRAIN; STRUCTURAL COMPONENT; TENSION;

EID: 34548249680     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2007.01.016     Document Type: Article

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