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- W97238235 abstract "Background Information: • In general, for pipes fitting into the range of D/t ratios used in the field, 30 – 100, compressive loading is not enough to cause fracture in the pipe (Sreekanta 2001). • Compressive loading tends to cause bifurcation in several areas along the pipe followed by several lobes, usually 2 – 3. As compressive force is continued to be monotonically increased on the specimen one of the lobes becomes more pronounced while the others smooth out (Bardi 2001). • Tests on unpressurised specimens determined for D/t ratios ranging from 20 -60 that buckling could be induced from ~95 – 110 Ksi (Paquette 2006). References:" @default.
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- W97238235 date "2014-01-01" @default.
- W97238235 modified "2023-09-27" @default.
- W97238235 title "Local Buckling Behavior of Round Steel Tubes Subjected to Compressive Loads" @default.
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