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six full-scale fire tests on a real composite frame structure at Cardington showed that despite large deflections of structural members affected by fire, runaway type failures did not occur in real frame structures when subjected to realistic fires in a variety of compartments.
Of the identified phenomena, the dominant effect is that of restrained thermal expansion in the main structural elements. In the early stages of the fire, lateral restraint to translation (causing compression), coupled with rotational restraint to thermal bowing (causing hogging moments), leads to local buckling in the steel beams which limits the forces applied to the rest of the structure and to increasing deflections in a post-buckled state.
Originally posted by Valhall
Good stuff, Griff.
I hope for the return of Christ during my lifetime
Originally posted by Valhall
Good stuff, Griff.
Lurker - I hope for the return of Christ during my lifetime but apparently my spiritual beliefs have not affected my ability to think. You seem to have some type of flaw in your logic there.
Originally posted by traderonwallst
This was not designed to debunk or shead new light on the Towers collapse.
The temperature dependent stress-strain properties of concrete and steel were taken from EC2 [3] and EC3 [2] respectively. As discussed earlier the effect of steel stress-strain properties is very limited and the results are not sensitive to minor variations in these.
Originally posted by traderonwallst
Quote from article "The common assumption in structural fire resistance design is that fires will be localised through effective compartmentation. In the absence of this assumption, it becomes very difficult to predict the behaviour of the structure because the fire behaviour in such cases is very uncertain, therefore the heating regime and sequence in the structure is unknown."
A prime objective of the tests conducted at Cardington on the BRE eight-storey frame was to provide data to aid the development of understanding of the interactions between different structural mechanisms which determine the overall behaviour of composite steel frames in fire.
In order to formulate general recommendations for steel framed structures in fire it was essential to develop a reliable model, which could extend the database of test results to different structural forms and configurations together with a consideration of various fire scenarios.
This is one of many quotes i could use to differentiate between the meaning of this article and what you are using it for.
Originally posted by traderonwallst
Well.........Did they???? A jet fuel fire can, does and did at much higher temperatures.
Originally posted by traderonwallst
Did they use JET FUEL as one of their accelerators for the fire????
Well.........Did they???? A jet fuel fire can, does and did at much higher temperatures.
Originally posted by traderonwallst
Did they use JET FUEL as one of their accelerators for the fire????
Well.........Did they???? A jet fuel fire can, does and did at much higher temperatures.
Originally posted by ULTIMA1
What jet fuel? Most of the jet fuel was burned off in the intial explosion. What was left burned off quickly according to both NIST and FEMA reports.