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FE-SFS
เข้าร่วมเมื่อ 21 พ.ย. 2021
Tutorial videos for a demonstration of the complete process of structural fire analysis, including thermal and structural analysis for a few fire tests.
The location of the input file on GitHub can be found below:
github.com/neudilip/FE-SFS.git
The location of the input file on GitHub can be found below:
github.com/neudilip/FE-SFS.git
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:
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.
The location of input file on GitHub can be found below:
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.
มุมมอง: 379
วีดีโอ
Thermal and structural response analysis of simple beam exposed to fire using shell element
มุมมอง 7683 ปีที่แล้ว
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 thickn...
Structural response analysis of restrained column exposed to fire using beam element
มุมมอง 2713 ปีที่แล้ว
Ali and O’Connor (2001) tested both axially and rotationally restrained steel column under fire. The steel column is 127x76UB13 . Column length is 1800mm. Both ends of the column were welded with two 200x750x40 mm steel plates. These two plates provide rotational restraints in both ends of column. The ends of the top and bottom plates were connected with the rig using two light bolts in each en...
Structural response analysis of restrained column exposed to fire using shell element
มุมมอง 6703 ปีที่แล้ว
Ali and O’Connor (2001) tested both axially and rotationally restrained steel column under fire. The steel column is 127x76UB13 . Column length is 1800mm. Both ends of the column were welded with two 200x750x40 mm steel plates. These two plates provide rotational restraints in both ends of column. The ends of the top and bottom plates were connected with the rig using two light bolts in each en...
Thermal response analysis of simple beam structure exposed to fire
มุมมอง 1.5K3 ปีที่แล้ว
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 thickn...
Can you make a video on how to calculate temperature dependent stress-strain values used as input in abaqus?
can i get the material stress-strain curve how you calculated? I have gone through your thesis report but when i found the temperature dependent stress-strain of steel at elevated temperature according to the equation you provided in your thesis, I'm unable to get the same values as your's. I'm also working on my thesis with similar topic, it will be great help if you respond.
Can i get this journal pdf?
can you please do on post-earthquake fire i.e., after earthquake, structure subjected to fire?
can you please attach the source of material properties ?
this video is very helpful, but can you do a video on a steel frame of multi storey
Can I get the Journal which is done in this video as I'm currently working on the similar topic
hello, this is so interesting. can you share your email or phone number in order for some questions ?
Hey, this is interesting (fire analysis in abaqus). But, actually I wanted to know some point regarding this; 1. What is the difference between Cong_fire curve & ISO_fire curve and why you selected Cong_fire fore sink amplitude? 2. If initial temperature is 20 degree then why you choose 1 degree as ambient temperature in radiation? I hope you are comfortable with my queries and thanks for uploading this video for learning purpose. 😀
great video, please can I have your contact, I have some issues with my simulation. I'm using odb file from heat transfer analysis, how can I scale the time period to use ABAQUS/explicit solver, My fire time is 2hours.