Structural response analysis of simple beam structure exposed to fire using beam element скачать в хорошем качестве

Structural response analysis of simple beam structure exposed to fire using beam element

The fire test is described in detail in Cong et al (2005). The simply supported beam was heated by a horizontal furnace with oil burner. The top face of the upper flange was covered by aluminum plate and exposed to air. All other sides were directly exposed to fire. The height of the hot rolled I-section beam is 250 mm, the flange width is 125 mm, the flange thickness is 9 mm and the web thickness is 6 mm. The span length of the beam is 4.2 m. The location of input file on GitHub can be found below: https://github.com/neudilip/FE-SFS.git The detail about the fire test can be found at: Cong, S., Liang, S., Dong, Y. (2005). Experimental investigation of behavior of simple supported steel beams under fire. Journal of Southeast University (Natural Science Edition), 35 (sup (I)): 66-68.