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- W615535978 abstract "A method of estimating the elastic buckling loads of moment gradient beams with end warping restraints has been presented. It has been shown that capacity increases due to the addition of restraints can be substantial even for more slender beams. The method therefore may have application during design for the construction stage when slendernesses are typically greater than in the completed structure and elastic buckling is of concern. Warping restraint devices have been reviewed. It is recommended that for maximum effect the cellular type of restraint be used as its torsional rigidity is high. The additional web plates type of restraint induces flange bending which detracts from the restraint effectiveness. A revised restraint stiffness formula has been suggested and has been verified by experiment. Standard web stiffeners are of relatively low torsional stiffness hence their ability to restrain warping is limited. (TRRL)" @default.
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- W615535978 date "1984-01-01" @default.
- W615535978 modified "2023-09-27" @default.
- W615535978 title "BUCKLING OF I-BEAMS WITH DISCRETE WARPING RESTRAINTS. ACMSM 9; THE NINTH AUSTRALASIAN CONFERENCE ON THE MECHANICS OF STRUCTURES AND MATERIALS, 29-31 AUGUST 1984, UNIVERSITY OF SYDNEY" @default.
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