Profiled Deck Composite Slab Strength Verification: A Review

  • K. Mohammed Department of Civil and Water Resources Engineering, University of Maiduguri, Maiduguri, Nigeria
  • I. Abd Karim Department of Civil Engineering, Universiti Putra Malaysia, Selangor Darul-Ehsan, Malaysia
  • K. Bulu Department of Civil and Water Resources Engineering, University of Maiduguri, Maiduguri, Nigeria
Keywords: Profiled composite Slabs, longitudinal Shear, failure Test load, reliability

Abstract

The purpose of this article is to present an overview on alternate profiled deck composite slab (PDCS) strength verification devoid of the expensive and complex laboratory procedures in establishing its longitudinal shear capacity. Despite the several deterministic research findings leading to the development of proposals and modifications on the complex shear characteristics of PDCS that defines its strength behaviour, the laboratory performance testing stands to be the only accurate means for the PDCS strength assessment. The issue is critical and warrants much further thoughts from different perspective other than the deterministic approach that are rather expensive and time consuming. Hence, the development of a rational-based numerical test load function from longitudinal shear capacity consideration is a necessity in augmenting the previous futile attempts for strength determination of PDCS devoid of the costlier and expensive laboratory procedure. 

Published
2017-12-01
How to Cite
Mohammed, K., Abd Karim, I., & Bulu, K. (2017). Profiled Deck Composite Slab Strength Verification: A Review. Arid Zone Journal of Engineering, Technology and Environment, 13(6), 655-661. Retrieved from http://azojete.com.ng/index.php/azojete/article/view/265
Section
Articles

DB Error: Too many tables; MySQL can only use 61 tables in a join