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contributor authorUfuk Dilek
date accessioned2017-05-08T21:15:11Z
date available2017-05-08T21:15:11Z
date copyrightFebruary 2006
date issued2006
identifier other%28asce%290887-3828%282006%2920%3A1%2837%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44419
description abstractThis paper discusses the use of pulse velocity, dynamic Young’s modulus of elasticity, and air permeability of concrete to evaluate the extent of damage and damage gradients to a concrete structure exposed to thermal shock and subsequent cryogenic temperatures. Liquefied natural gas (LNG) is maintained in liquid form at cryogenic temperatures typically below
publisherAmerican Society of Civil Engineers
titleNondestructive and Laboratory Evaluation of Damage Gradients in Concrete Structure Exposed to Cryogenic Temperatures
typeJournal Paper
journal volume20
journal issue1
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)0887-3828(2006)20:1(37)
treeJournal of Performance of Constructed Facilities:;2006:;Volume ( 020 ):;issue: 001
contenttypeFulltext


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