Flexural instability of unbonded prestressed concrete structures

G.I.N. Rozvany , D.W.S. Ho
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Abstract

At flexural cracking, the load capacity of unbonded concrete structures decreases suddenly if the prestressing force is smaller than a certain critical value. Critical prestress values are derived from theoretical considerations for T, I and box sections and experimental verification of the results is given.

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无粘结预应力混凝土结构的抗弯失稳
在受弯开裂时,当预应力小于某一临界值时,无粘结混凝土结构的承载能力突然下降。对T、I和箱形截面的临界预应力值进行了理论推导,并进行了实验验证。
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