An Approach to Determine the Prestress Loss in Unbonded Prestressed Composite Concrete Members
Based on the age-adjusted effective modulus method, this paper proposes a set of closed-form equations to estimate the prestress loss in prestressed composite concrete girders made up of a concrete girder and a cast-in-situ concrete deck slab with ...
Pablo M. Páez
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Effect of Tendon-Related Variables on the Behavior of Externally CFRP Prestressed Concrete Beams. [PDF]
Lou T, Hu H, Pang M.
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Unbonded pre-tensioned systems, in which tendons are greased and wrapped in plastic sheathing, have several benefits in comparison to bonded systems.
Jasmin Abdelhalim +2 more
doaj
Flexural Behavior of Slender UHPC Prestressed Beams Without Passive Reinforcement. [PDF]
Navarro-Gregori J +4 more
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Performance evolution of prestressing anchor bars in corrosive environments experimental study. [PDF]
Liu D, Chen A.
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Performance Assessment and Field Deployment of Carbon-Fiber-Reinforced Polymer (CFRP) Cables for Infrastructure Applications. [PDF]
Lee SJ, Lee J, Jung WT.
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Experimental and Numerical Research of Post-Tensioned Concrete Beams. [PDF]
Jancy A, Stolarski A, Zychowicz J.
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Mechanical behavior of deteriorated unbonded prestressed concrete hollow slabs. [PDF]
Li X, Zhou S, Xiang B, Yan M, Bao Y.
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Numerical Simulation of the Post-Tensioned Beams Behaviour Under Impulse Forces Loading. [PDF]
Jancy A, Stolarski A.
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A Study on the Performance of Prestressed Concrete Containment with Carbon Fiber-Reinforced Polymer Tendons under Internal Pressure. [PDF]
Pan X, Tian A, Zhang L, Zheng Z.
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