This paper presents an experimental research work to determine both the transmission and
the anchorage lengths of seven-wire prestressing steel strands in different concrete mixes. A …

Corrosion-induced cables' breakage is reported frequently in post-tensioned PC structures,
leading to eventual failure in the worst case. However, the specific failure mechanism as …

For design purposes, it is generally considered that prestressing strand transfer length does
not change with time. However, some experimental studies on the effect of time on transfer …

An experimental research addressing the effects of concrete composition and strength on
anchorage bond behavior of prestressing reinforcement is presented to clarify the effect of …

This paper examines the effect of concrete compressive strength on the transfer length of
prestressing strands. The paper includes the results from several research projects …

This study provides a case study showing the effectiveness of utilizing Artificial Neural
Networks (ANNs) in prestressed concrete. The effectiveness of prestressing is crucially …

Abstract Duplex High-Strength Stainless Steel (HSSS) corrosion-resistant strands are
desirable in concrete members in extremely aggressive environments to mitigate corrosion …

A total of 26 rectangular concrete beams were constructed, instrumented, and tested over
the course of several research projects which all focused on examining the bond of …

In this study, the efficiency of neuro-fuzzy inference system (ANFIS) and genetic expression
programming (GEP) in predicting the transfer length of prestressing strands in prestressed …

This study aims to address existing knowledge gaps regarding stainless steel strands (also
known as high-strength stainless steel (HSSS)) used as longitudinal prestressed …