Analysis Theory of Unbonded Prestressed Concrete Continuous Beams
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TU378.201

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    Abstract:

    In this paper, the energy method has been used to study the change of the secondary moment of unbonded prestressed concrete continuous beams and it has been contrasted with bonded prestressed beams. The question, whether the secondary moment changes or not while loading, was answered. It shows that the primary secondary moment does not change when increment method is adopted to study the beams, but the total secondary moment will change while the force in prestressed reinforcement changes.

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简斌 刘宜丰.无粘结预应力混凝土连续梁的分析原理[J].土木与环境工程学报(中英文),2000,22(1):5~10

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