Thick-walled cylinder models are the most commonly used analytical models for corrosion-
induced cracking of concrete cover which have been developed for decades and have …

The transport mechanism of chloride ions in concrete during wetting and drying cycles of
varying duration is evaluated in this paper. The experimental test results were used to …

In this work, stress variations during flexure of early age basalt fiber reinforced concrete
beams were studied using high resolution temporal measurements. An experimental system …

Rebar corrosion is a main cause affecting the durability and safety of reinforced concrete
structures. Many mathematical models (empirical and analytical models) have been …

In this study, a bond-slip model is proposed to take into account the effects of corrosion on
the bond characteristics between extremely low-strength concrete and plain reinforcing bars …

The compressive modulus versus applied compressive stress for steel rebar corrosion
products of varying composition and particle size is evaluated by consolidation tests with …

In this work, we studied stress variations occurring during flexure of early-age steel fiber
reinforced concrete beams. By preparing beams with different fiber volume ratios, four-point …

This paper presents a method of using particle probe scanning force microscopy to measure
the adhesion between steel microspheres and cement pastes. Particle probes were …

Particle probe scanning force microscopy was used to measure adhesion between steel and
early-hydrated cement in the study. Particle probes, created by attaching steel microspheres …

In this work, we studied stress variations of loading histories on polypropylene fiber
reinforced concrete beams during flexure. A new experimental system was created to collect …