An experimental programme to investigate the residual material properties of fire exposed cold-formed steel elliptical hollow sections has been presented in this study. The test specimens were made of cold-formed steel elliptical hollow sections (CFSEHS) of the mild steel grade. The CFSEHS members were heated inside a gas furnace by generally following the ISO-834 standard fire (1999, [1]) curve. A total of 4 sets (set-1, 2, 3 and 4) of fire exposures with peak temperatures of 300 °C, 550 °C, 750 °C and 900 °C was carefully selected for this investigation. The identical sets of CFSEHS members were exposed to these fire exposure temperatures followed by their natural cooling inside the gas furnace. Upon complete cooling, 36 longitudinal tens...
Cold-formed steel sections are commonly used in low-rise commercial and residential buildings. Durin...
This paper demonstrates the experimental investigation of the flexural buckling behaviour and residu...
For the damage evaluation of a structure after exposure to fire, residual mechanical properties of t...
An experimental programme to investigate the residual material properties of fire exposed cold-forme...
Due to modern architectural requirements, the applications of novel tubular sections are getting mor...
Cold-formed steel hollow sections are extensively used in building construction due to their potenti...
Cold-formed steel members are widely used in residential, industrial and commercial buildings as pri...
Cold-formed steel members have been widely used in residential, industrial and commercial buildings ...
conditions Cold-formed steel members have been widely used in residential, industrial and commercial...
The present paper reports experimental and numerical investigations into the post-fire local bucklin...
An experimental programme to investigate the post-fire residual strengths of cold-formed high streng...
The post-fire structural performance of cold-formed high strength steel (CFHSS) T- and X-joints with...
For the evaluation of damage to a structure after exposure to fire, the residual mechanical properti...
Cold-formed steel sections are commonly used in low-rise commercial and residential buildings. Durin...
A comprehensive numerical investigation looking into the static post-fire structural performance of ...
Cold-formed steel sections are commonly used in low-rise commercial and residential buildings. Durin...
This paper demonstrates the experimental investigation of the flexural buckling behaviour and residu...
For the damage evaluation of a structure after exposure to fire, residual mechanical properties of t...
An experimental programme to investigate the residual material properties of fire exposed cold-forme...
Due to modern architectural requirements, the applications of novel tubular sections are getting mor...
Cold-formed steel hollow sections are extensively used in building construction due to their potenti...
Cold-formed steel members are widely used in residential, industrial and commercial buildings as pri...
Cold-formed steel members have been widely used in residential, industrial and commercial buildings ...
conditions Cold-formed steel members have been widely used in residential, industrial and commercial...
The present paper reports experimental and numerical investigations into the post-fire local bucklin...
An experimental programme to investigate the post-fire residual strengths of cold-formed high streng...
The post-fire structural performance of cold-formed high strength steel (CFHSS) T- and X-joints with...
For the evaluation of damage to a structure after exposure to fire, the residual mechanical properti...
Cold-formed steel sections are commonly used in low-rise commercial and residential buildings. Durin...
A comprehensive numerical investigation looking into the static post-fire structural performance of ...
Cold-formed steel sections are commonly used in low-rise commercial and residential buildings. Durin...
This paper demonstrates the experimental investigation of the flexural buckling behaviour and residu...
For the damage evaluation of a structure after exposure to fire, residual mechanical properties of t...