External prestressing, combined with the utilization of high-performance fiber reinforced
polymer (FRP) composites, offers a promising approach for improving the overall …

This study is performed to examine the effectiveness of using externally prestressed strands
for shear strengthening of reinforced concrete (RC) deep beams with large openings. A total …

The objective of the research is to improve the structural behavior of reinforced concrete
(RC) T–beams by applying various techniques of external pre-stressing tendons, thus …

This study aims to strengthen the flexural behavior of structural elements with external pre-
stressing tendons, thereby improving their load-carrying capacity and increasing their …

This study aimed to scrutinize the potential benefits of using fiber-reinforced polymer (FRP)
materials as unbonded strands in post-tensioning systems for reinforced concrete (RC) …

Prestressed concrete girder bridges are widely used worldwide due to their mature
construction technology, economical cost, and low maintenance. After a certain number of …

In this study, the structural performance of reinforced concrete frames strengthened with
external post-tension tendons was investigated. An experimental study was performed to …

The article considers the need to implement dynamic modes-acceleration and deceleration
by lifting mechanisms, with given restrictions on speed, acceleration, and its derivative. The …

Concrete bridge structures require reinforcement, as their performance deteriorates over
time. In this regard, this study evaluated the effect of additional prestressing using fiber …

To improve the accuracy of predicting the shear bearing capacity of prestressed high-
strength concrete beams with web reinforcement, shorten the prediction time, and improve …