Title page for ETD etd-07302002-134554


Type of Document Master's Thesis
Author Traver, Thomas Mathew
URN etd-07302002-134554
Title Behavior and Strength of Simple and Continuous Span Re-Entrant Composite Slabs
Degree Master of Science
Department Civil Engineering
Advisory Committee
Advisor Name Title
Easterling, William Samuel Committee Chair
Murray, Thomas M. Committee Member
Roberts-Wollmann, Carin L. Committee Member
Keywords
  • composite slabs
  • continuous composite slabs
  • re-entrant profile
Date of Defense 2002-07-29
Availability unrestricted
Abstract
Abstract

This study investigates the further development of the commercially available re-entrant steel deck profile. The effects of various embossments and continuous construction are investigated through three Series of composite slab load tests. The test specimens in this study were constructed to simulate actual field construction of composite slabs as part of reinforced concrete structures. The results of this experimental study are analyzed using methods given in the ASCE Standard for the Structural Design of Composite Slabs. Recommended design procedures for the improved re-entrant profile are given and various future profile modifications are suggested.

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