Journal of Structural Fire Engineering: Volume 2 Issue 2

Comparison of a Three-Dimensional Numerical Model for Fire Resistance of Axially Loaded Concrete Filled Steel Tubular Columns with Eurocode 4

Ana Espinós, Carmen Ibáñez, Manuel Romero, Antonio Hospitaler

In this paper, the behaviour of slender axially loaded square and circular CFT columns exposed to fire is modelled using the finite element analysis package ABAQUS. A realistic…

High Temperature Performance of Self-Compacting High-Volume Fly Ash Concrete Mixes

Amrutha, Gopinatha Nayak, Mattur Narasimhan, S. Rajeeva

Quite often, concrete in structures is likely to get exposed to high temperatures, including an incident of fire. The strength-retention properties of concrete after such an…

Evaluation of Thermal Resistance of FRP Reinforced Concrete Beams in Fire

Muhammad Rafi, Ali Nadjai, Faris Ali, Paul O'Hare

Fibre reinforced polymer (FRP) bars are made of innovative materials and establishment of the fire resistance of FRP reinforced concrete (RC) is necessary for their widespread…

Virtual Tests on Axially and Rotationally Restrained Steel Column Under Fire

Leslaw Kwasniewski, Pawel Krol, Krzysztof Lacki

During a fire, some additional forces are imposed on columns due to varied thermal deformations in the neighboring structural components. Axial and rotational restraints can…

Residual Mechanical Properties of Fibre Reinforced Concrete after Exposure to Elevated Temperature

Sharath Anumala, Umesh Sharma

This study aims to find out the compressive strength, split tensile strength, flexural strength, bond strength and permeability of steel fibre reinforced concrete subjected to…