Published February 1992 | Version v1
Journal article

Leakage of gas through concrete cracks

  • 1. Tokyo Inst. of Tech. (Japan)

Description

This paper aims at formulating the gas leakage rate through cracks in concrete walls. Leakage tests were carried out using eighteen specimens. Five specimens with a reinforcing bar and thirteen without were tested. The kind of fine aggregate and the size of the coarse aggregate were varied. Crushed gravel was used as the coarse aggregate. In order to examine the dispersion of the experimental results, four or five specimens with the same dimensions and of the same type of concrete were tested. The experimental results were formulated accurately by an isothermal compressible-flow equation for each identified crack. The two-dimensional Poiseuille-flow equation was also applied successfully for a small leakage rate. The dispersion of the test data from the same specimens, the influence of the aggregate and the effect of the reinforcing bar are discussed. It is concluded that the influence of the aggregate can be neglected and that the reinforcing bar reduces the leakage rate. Finally, the gas leakage rate through a concrete crack is presented. (orig.)

Additional details

Publishing Information

Journal Title
Nuclear Engineering and Design
Journal Volume
133
Journal Issue
1
Series
Nucl. Eng. Des.
Journal Page Range
121-130
ISSN
0029-5493
CODEN
NEDEA

Conference

Title
10. biennial international conference on structural mechanics in reactor technology (SMIRT-10).
Dates
14-18 Aug 1989.
Place
Anaheim, CA (United States).

INIS

Country of Publication
Netherlands
Country of Input or Organization
Netherlands
INIS RN
23086926
Subject category
S42: ENGINEERING; S36: MATERIALS SCIENCE;
Resource subtype / Literary indicator
Conference
Descriptors DEI
CONCRETES; CRACKS; EQUATIONS; FRACTURE MECHANICS; GAS FLOW; LAMINAR FLOW; LEAKS; REACTOR SAFETY
Descriptors DEC
BUILDING MATERIALS; FLUID FLOW; MATERIALS; MECHANICS; SAFETY