Load transfer and recovery length in parallel wires of suspension bridge cables

Journal of Engineering Mechanics

Volumn 137, Issue 4, 2011, Pages 227-237

  Waisman, Haim ^a   Montoya, Arturo ^a   Betti, Raimondo ^a   Noyan, I C ^b  

^a Och Spine at New York Presbyterian Hospitals   (United States)

^b NONE   (United States)

Author keywords

Cables; Contact; Finite element method; Friction; Load transfer; Strain regain; Suspension bridge; Wires

Indexed keywords

BENCH-MARK PROBLEMS; BOUSSINESQ; BOUSSINESQ SOLUTION; CENTER POINTS; CONTACT; CONTACT MODELS; CONTACT REGIONS; COULOMB FRICTION LAW; HALF SPACES; LOAD TRANSFER; MAIN CABLE; PARALLEL WIRES; POINT LOAD; SHEAR-LAG MODEL; SPRING ELEMENT; SPRING MODEL; STEEL WIRE; VARYING STIFFNESS;

AXIAL LOADS; END EFFECTORS; FINITE ELEMENT METHOD; FRICTION; NEUTRON DIFFRACTION; RECOVERY; SPRINGS (COMPONENTS); STIFFNESS; STRAIN; SUSPENSION BRIDGES; TRIBOLOGY; WIRE;

BRIDGE CABLES;

BRIDGE; CABLE; ELASTOPLASTICITY; FINITE ELEMENT METHOD; FRICTION; LOADING; NEUTRON DIFFRACTION; NUMERICAL MODEL; STIFFNESS;

EID: 79954985896     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)EM.1943-7889.0000220     Document Type: Article

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