This study presents a numerical investigation on the shear behaviour of shear‐strengthened
reinforced concrete (RC) beams by using various ultrahigh performance fibre‐reinforced …

Concrete cover is often cracked due to eg shrinkage, thermal and mechanical loadings,
making the service life of concrete structures severely reduced. The diffusivity are strongly …

The paper presents the applications of fictitious crack model and double-K fracture model, to
determine the fracture parameters for crack propagation in recycled aggregate concrete with …

The cracks caused by fracture of concrete lining have adverse impacts on the tunnel
structure, considering the influences of serviceability and durability. In this paper, a particular …

The development of automated systems for detecting defects in and damage to buildings is
ongoing in the construction industry. Remaining aware of the surface conditions of buildings …

This paper presents a revised procedure for computation of double-K fracture parameters of
concrete split-tension cube specimen using weight function of the centrally cracked plate of …

The cracking and spalling caused by fracture of concrete lining have adverse impacts on
serviceability and durability of the tunnel, and the subsequent maintenance work for …

In the present paper, the fiber theory has been employed to model the reinforced concrete
(RC) deep beams (DBs) considering the reinforcing steel bar-concrete interaction. To …

This research describes a quantitative procedure used to estimate the effect of concrete
cracking on stiffness degradation of concrete shear walls and provides analytical references …