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contributor authorT. S. Shih
contributor authorG. C. Lee
contributor authorK. C. Chang
date accessioned2017-05-08T20:52:15Z
date available2017-05-08T20:52:15Z
date copyrightNovember 1987
date issued1987
identifier other%28asce%290733-9445%281987%29113%3A11%282278%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29943
description abstractExperimental studies were conducted on the local bond stress‐slip relationships of deformed bars embedded in confined concrete under monotonic and cyclic loading in the temperature range between −10 °C and −70 °C (+14 °F and −94 °F). The bond behavior between steel reinforcement and concrete under low temperature appears quite different from the bond behavior under normal temperature
publisherAmerican Society of Civil Engineers
titleLocal Concrete‐Steel Bond Behavior at Low Temperature
typeJournal Paper
journal volume113
journal issue11
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1987)113:11(2278)
treeJournal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 011
contenttypeFulltext


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