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Steel Concrete Composite Construction

  • T. M. Roberts
Part of the CISM International Centre for Mechanical Sciences book series (CISM, volume 358)

Summary

The following six chapters are devoted to various aspects of the physical behaviour, analysis and detailed design of steel concrete composite construction.

Chapters 1 and 2 deal primarily with the ultimate and serviceability limit state design of composite steel beams and concrete slabs.

Following on from a brief introduction in chapter 2, chapter 3 presents a general theory of partial interaction. Applications of the theory considered include the nonlinear analysis of composite beams, the strengthening of reinforced concrete beams with adhesive bonded steel plates and the stress concentrations in adhesive joints.

The remaining chapters 4 to 6 deal with three less conventional forms of steel concrete composite construction, namely, composite plate girders with web cut outs, composite slabs with profiled steel sheeting and double skin composite construction.

Keywords

Composite Beam Concrete Slab Adhesive Joint Steel Beam Composite Section 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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Copyright information

© Springer-Verlag Wien 1995

Authors and Affiliations

  • T. M. Roberts
    • 1
  1. 1.University of Wales CardiffCardiffUK

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