Behavior of continuous-span composite slab

A review

Research output: Contribution to journalReview article

Abstract

The steel decking is usually supplied in two-span lengths and negative reinforcement is provided in the top of the slabs over the mid-support during construction. This makes the composite slab normally continuous. Nevertheless, it is often beneficial for practicing engineers to assume that the slab is simply-supported in ultimate limit states and use linear-elastic analysis. This study focused on investigate the behavior of continuous composite slab.

Original languageEnglish
Pages (from-to)1213-1215
Number of pages3
JournalInternational Journal of Applied Engineering Research
Volume12
Issue number7
Publication statusPublished - 2017

Fingerprint

Composite materials
Reinforcement
Engineers
Steel

Keywords

  • Continuous-composite-slab
  • Displacement
  • Moment capacity
  • Negative moment region

ASJC Scopus subject areas

  • Engineering(all)

Cite this

Behavior of continuous-span composite slab : A review. / Dahham, Khalid W.; Baharom, Shahrizan; Wan Badaruzzaman, Wan Hamidon.

In: International Journal of Applied Engineering Research, Vol. 12, No. 7, 2017, p. 1213-1215.

Research output: Contribution to journalReview article

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