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- W657451112 abstract "The results of static and fatigue load testing of twelve partially prestressed post tensioned concrete beams are reported. A stable crack pattern was observed to develop in the early stages of fatigue testing, and failure was always precipitated by non prestressed reinforcement. Experimental and published crack width data are used to develop two simple expressions which predict the maximum crack width, due to static or fatigue loading, in terms of the stress in the non prestressed reinforcement. A degree of prestress between 0.4 And 0.6 Is recommended (a)." @default.
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- W657451112 date "1986-01-01" @default.
- W657451112 modified "2023-09-27" @default.
- W657451112 title "Partially prestressed concrete - static and fatigue studies" @default.
- W657451112 hasPublicationYear "1986" @default.
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