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|Title:||Effect of construction joints on the splitting tensile strength of concrete||Authors:||Gerges, Najib N.
Fawaz, Samer Mohammad
|Affiliations:||Department of Civil and Environmental Engineering||Keywords:||Construction joints
Splitting Tensile Strength
|Subjects:||Concrete||Issue Date:||2015||Part of:||Journal of case studies in construction materials||Volume:||3||Start page:||83||End page:||91||Abstract:||
The purpose of this study is to experimentally correlate the compressive strength (fʹc) of concrete to the splitting tensile strength (T) for plain concrete in the existence of a construction joint, and formulate an empirical equation relating T to fʹc. Both the American Concrete Institute code (ACI 318-08 (ACI Committee 318, 2008)) and the American Society for Testing and Materials (ASTM (ASTM Standard C496, 2002; ASTM Standard C192/C192M, 2002; ASTM Standard C39/C39M, 2005; ASTM Standard C617, 2002)) provide the testing methods and standards, as well as the applicable theoretical and experimental formulas for the correlation between T to fʹc for concrete specimens, which are monolithic, indicating that the specimens lack any construction joints. Providing a useful reduction factor in the splitting tensile strength of concrete due the existence of a construction joint is essential. It is a well known fact that construction joints are used in every concrete structure, which indicates that engineers would definitely benefit from an equation that could relate the splitting tensile strength of concrete in function of its compressive strength. The results suggest that the reduction in the splitting tensile strength in the presence of a construction joint is not as much as most engineers tend to believe. Due to that belief, most engineers tend to overdesign for steel reinforcement at those joints to compensate for this reduction. The objective of the study is to better the understanding of the effects of a construction joint on the splitting tensile strength. Thus provide an empirical equation to assist engineers in their design calculations, therefore reducing the amount of steel reinforcement at the construction joints. Thus also leading to cost saving on projects.
|URI:||https://scholarhub.balamand.edu.lb/handle/uob/1889||DOI:||10.1016/j.cscm.2015.07.001||Ezproxy URL:||Link to full text||Type:||Journal Article|
|Appears in Collections:||Department of Civil and Environmental Engineering|
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