In this article, a nonlinear analysis was carried out to develop two different models able to
estimate the performance of partially prestressed concrete flexural members with unbonded …

This paper presents the results of an experimental study that deals with the characterization
of the complete flexural response of post-tensioned (PT) ultra-high-performance concrete …

This paper provides a framework for predicting the flexural behavior of ultra-high
performance concrete (UHPC) beams posttensioned with unbonded tendons. A mechanics …

Predicting the stress increment (Δ fps) and in turn, the total stress (fps) in internally
unbonded steel tendons at ultimate flexural strength of post-tensioned concrete members is …

This study examines the use of fiber reinforced polymer (FRP) rebars as an alternative to
steel rebars in externally prestressed concrete (EPC) continuous beams to alleviate the …

This study involves the analysis of the stress increase beyond effective prestress in beams
prestressed with unbonded internal or external tendons at their ultimate limit state, Δf ps, and …

The tendon stress in bonded prestressed concrete (BPC) beams is section-dependent while
it is member-dependent in unbonded prestressed concrete (UPC) beams, leading to marked …

The application of CFRP tendons in precast segmental concrete beams (PSCB) as internal
un-bonded prestressing reinforcement is a newly developed scheme to improve structural …

Existing design guidelines, codes, and literature provide different calculation models for the
estimation of tendon stresses in unbonded posttensioned concrete members at the ultimate …

The modeling method of unbonded effects is a challenging and hot topic for the structural
performance analysis of unbonded and partially bonded post-tensioned concrete beams …