The bond strength between concrete and corroded steel reinforcement bar is one of the
main responsible factors that affect the ultimate load-carrying capacity of reinforced concrete …

This study focuses on using various machine learning (ML) models to evaluate the shear
behaviors of ultra-high-performance concrete (UHPC) beams reinforced with glass fiber …

Data-driven model development brings new approaches to solve conventional civil
engineering problems, which are usually considered and answered by experimental …

This paper provides an experimental and analytical investigation on the bond behavior of
reinforcing bars embedded in ultra-high performance concrete (UHPC) via a series of …

The shear strength of stud connectors is essential for designing steel-concrete structures,
which is assessed only through a push-out test or available design codes. An alternative …

Although ultra-high performance concrete (UHPC) exhibits material tensile ductility far in
excess of that expected from conventional or high-strength concretes, structural UHPC …

Ultra-high-performance concrete (UHPC) and high-performance concrete (HPC) are widely
used in construction engineering applications. The quality and economy of this type of …

The chloride diffusion coefficient (Dcl) is one of the most important characteristics of concrete
durability. This study aimed to develop a prediction model for the Dcl of concrete …

The low-cycle fatigue life of reinforced steel bars is usually determined by time-consuming
tests. To investigate the fatigue behaviour of corroded steel bars, corrosion tests need to be …

A series of central pull-out tests were carried out to assess the bond performance between
steel bar and nano-material modified ultra-high performance concrete (nano-UHPC). The …