Composite beams with weak shear connection

International Journal of Solids and Structures

Volumn 38, Issue 32-33, 2001, Pages 5605-5624

  Dall'Asta, A ^a,b  

^a UNIVERSITY OF CAMERINO   (Italy)

^b UNIVERSITÀ POLITECNICA DELLE MARCHE   (Italy)

Author keywords

Composite beams; Interface slip; Torsion; Weak shear connection

Indexed keywords

BENDING (DEFORMATION); BOUNDARY CONDITIONS; INTERFACES (MATERIALS); KINEMATICS; MATHEMATICAL MODELS; STRESS ANALYSIS; TORSIONAL STRESS;

SHEAR CONNECTIONS;

COMPOSITE BEAMS AND GIRDERS;

COMPOSITE;

EID: 0035859117     PISSN: 00207683     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0020-7683(00)00369-3     Document Type: Article

References (10)

1. Composite beams with partial interaction under sustained loads
2. Thin walled beams with internal unbonded cables: Balance conditions and stability
3. Dynamic analysis of composite members with interlayer slip
4. Shear strain effects in flexure and torsion of thin-walled beams with open or closed cross-section
5. Test and analysis of composite beams with incomplete interaction
6. A rational model for the degree of interaction in composite beams with flexible shear connectors
7. Composite beams with limited-slip-capacity shear connectors
8. An evaluation of equivalent-single-layer and layerwise theories of composite laminates
9. Creep effects in composite beams with flexible shear connection