Abstract: The main objective of this investigation is to evaluate the behavior of partially prestressed concrete beams subjected to random‐amplitude fatigue loading and to better understand the parameters that control their fatigue ...

Abstract: The fatigue behavior of 12 different sets of partially prestressed concrete beams was experimentally investigated. All beams were rectangular,

Abstract: The present study describes a nonlinear analysis model developed for the prediction of the complete moment versus deformation response of concrete beams containing bonded prestressing tendons, unbonded prestressing tendons ...

Abstract: The main objective of this study is to develop an analytical model to predict the pullout load versus end slip relationship of a smooth fiber having an end anchorage embedded in a matrix. The resisting pullout load of the ...