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Behavior of eccentrically loaded bolted connections
Rational theoretical method of predicting ultimate load on eccentrically loaded fastener groups was developed; method is based on recognition of true load-deformation response of fasteners; validity of theoretical approach was verified by extensive testing program; series of single bolt tests on A325, 3/4 in. diam bolts were conducted to obtain load-deformation relationship of individual bolts for use in theoretical prediction of ultimate load; eight full-size bolted connection specimens which were designed to carry eccentric loads were tested. (31464)
Behavior of eccentrically loaded bolted connections
Rational theoretical method of predicting ultimate load on eccentrically loaded fastener groups was developed; method is based on recognition of true load-deformation response of fasteners; validity of theoretical approach was verified by extensive testing program; series of single bolt tests on A325, 3/4 in. diam bolts were conducted to obtain load-deformation relationship of individual bolts for use in theoretical prediction of ultimate load; eight full-size bolted connection specimens which were designed to carry eccentric loads were tested. (31464)
Behavior of eccentrically loaded bolted connections
Nova Scotia. Tech College -- Dept Civ Eng -- Studies in Structural Eng
Crawford, S.F. (author) / Kulak, G.L. (author)
1968
70 pages
Article (Journal)
English
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