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contributor authorY. Sakumoto
contributor authorK. Keira
contributor authorF. Furumura
contributor authorT. Ave
date accessioned2017-05-08T20:54:53Z
date available2017-05-08T20:54:53Z
date copyrightNovember 1993
date issued1993
identifier other%28asce%290733-9445%281993%29119%3A11%283131%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31571
description abstractThis paper reports on the results of experimental studies on the high‐temperature mechanical properties of high‐strength fire‐resistant (FR) bolts for fire‐resistant steel (FR steel), and the shear strength of the friction joints using FR bolts at high temperatures. Since the FR bolts have been adopted for joints made of FR steels to be used at temperatures as high as 600°C, this study placed emphasis on the shear strength after slip occurs in addition to the conventional slip load. The results led to the following conclusions. The tensile strength of FR bolts at high temperatures is superior to that of conventional high‐strength bolts. The slip load of the joints can be roughly estimated on the basis of the results of relaxation tests for bolt materials. The slip load of the joints using FR bolts decreases rapidly in temperatures over 400°C, and the shear strength is still greater than allowable shear force at temperatures up to 650°C.
publisherAmerican Society of Civil Engineers
titleTests of Fire‐Resistant Bolts and Joints
typeJournal Paper
journal volume119
journal issue11
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1993)119:11(3131)
treeJournal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 011
contenttypeFulltext


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