Load Transfer in Composite Construction
- 18 May 2010
- conference paper
- Published by American Society of Civil Engineers (ASCE)
- p. 1229-1240
Abstract
In order for dissimilar materials to act in a composite manner, forces must be transferred between the materials so that they achieve a state of internal equilibrium with one another. Previous editions of the American Institute of Steel Construction (AISC) Specification briefly address load transfer; however, these provisions are quite limited in scope and clarity. The 2010 AISC Specification significantly expands load transfer requirements in a new section. Clear guidance is now provided for the allocation of forces between steel and concrete sections as well as for force transfer mechanisms used for composite members. This paper reviews the new AISC provisions, discusses their application, and provides a brief technical background to the new headed stud anchor provisions as they relate to load transfer.Keywords
This publication has 3 references indexed in Scilit:
- Headed steel stud anchors in composite structures, Part I: ShearJournal of Constructional Steel Research, 2010
- The Behaviour of Circular Concrete-Filled Thin-Walled Steel Tubes in Flexure2006
- Concrete-filled steel tube columns under earthquake loadsProgress in Structural Engineering and Materials, 2000