A general stress–strain relationship for concrete when subjected to fire is needed, as it
allows designing concrete structures to specific fire-performance criteria and improves the …

The most important component of passive fire protection of buildings is fire resistance, which
is designed to prevent spread of fire and structural collapse in fire. In this paper, results from …

The effects of elevated temperatures (Tm), related to the exposure period (th) and the curing
age (ta), on the residual fracture properties of normal-strength concrete (NSC) and high …

Fracture toughness represents the resistance of concrete to cracking and fracture, and is
significantly influenced by heating scenarios such as heating temperature and exposure …

With the increasing use of high-strength concrete (fc> 60 MPa) in building construction, the
risk of exposing these structures to high temperatures during a fire has increased …

This thesis describes a study to evaluate and explain the nature of the damage caused by
fire to high performance concrete (HPC) material. The study includes the two main parts …

In this paper, the effects of elevated temperatures on the concentric compressive behavior of
confined concrete are presented. An experimental program was designed and carried out …

In this research, to investigate the impact of high temperatures on the mechanical properties
of this mortar type, first, nine mix designs consisting of different limestone powder …

Embedded optical fiber Bragg grating (FBG) sensors are used to evaluate the properties of
high performance concrete (HPC), subjected to high thermal strain. HPC is composed of …

A simplistic approach towards evaluation of complete load deflection response of
Reinforced Concrete (RC) flexural members under post fire (residual) scenario is presented …