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THE FULL LOADING HISTORY ANALYSTS OF PRESTRESSED CONCRETE GRIDS WITH UNBONDED TENDONS
引用本文:Wang Zhenglin Chen Benxian. THE FULL LOADING HISTORY ANALYSTS OF PRESTRESSED CONCRETE GRIDS WITH UNBONDED TENDONS[J]. 保鲜与加工, 1988, 0(2)
作者姓名:Wang Zhenglin Chen Benxian
作者单位:Wang Zhenglin Chen Benxian
摘    要:This paper presents a matrix structural analysis of variable stiffness on the complete loading history of prestressed concrete grids with unbonded tendons. A model of torsional rigidity affected by moment is derived by the analogy of space truss, and the effect of torque on flexural rigidity is also studied. In order to calculate the increment of stresses in tendons, a corresponding equation is created. Comparison of calculation shows well agreement with the experimental results.

关 键 词:prestressed concrete  grid  nonlinear analysis

THE FULL LOADING HISTORY ANALYSTS OF PRESTRESSED CONCRETE GRIDS WITH UNBONDED TENDONS
Wang Zhenglin Chen Benxian. THE FULL LOADING HISTORY ANALYSTS OF PRESTRESSED CONCRETE GRIDS WITH UNBONDED TENDONS[J]. Storage & Process, 1988, 0(2)
Authors:Wang Zhenglin Chen Benxian
Affiliation:Wang Zhenglin Chen Benxian
Abstract:This paper presents a matrix structural analysis of variable stiffness on the complete loading history of prestressed concrete grids with unbonded tendons. A model of torsional rigidity affected by moment is derived by the analogy of space truss, and the effect of torque on flexural rigidity is also studied. In order to calculate the increment of stresses in tendons, a corresponding equation is created. Comparison of calculation shows well agreement with the experimental results.
Keywords:prestressed concrete  grid  nonlinear analysis
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