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contributor authorSami H. Rizkalla
contributor authorBon L. Lau
contributor authorSidney H. Simmonds
date accessioned2017-05-08T20:51:12Z
date available2017-05-08T20:51:12Z
date copyrightMay 1984
date issued1984
identifier other%28asce%290733-9445%281984%29110%3A5%281149%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29305
description abstractEight reinforced concrete specimens were fabricated and subjected to tensile membrane forces and air pressure to study the air leakage characteristics in cracked reinforced concrete members. A mathematical expression for the rate of pressurized air flowing through an idealized crack is presented. The mathematical expression is refined by using the experimental data to describe the air flow rate through any given crack pattern. Graphical charts are also presented for the calculation of the air leakage rate through concrete cracks. The concept of equivalent crack width for a given crack pattern is introduced. The mathematical expression and graphical charts are modified to include this equivalent crack width concept. The proposed technique is applicable for the prediction of the leakage from concrete containment structures or any similar structures due to high internal pressure sufficient to initiate cracking.
publisherAmerican Society of Civil Engineers
titleAir Leakage Characteristics in Reinforced Concrete
typeJournal Paper
journal volume110
journal issue5
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1984)110:5(1149)
treeJournal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 005
contenttypeFulltext


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