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- W2376958388 abstract "It was found in a high-rise building structure after fire that large-area concrete spalled at the bottom of slabs reinforced with low-alloy deformed steel bars.Temperature field of slabs during fire was determined by the ultrasonic-rebound combined method,and post-fire mechanical performance of concrete and steel bars were inspected by drilled cores and intercepted steel bars respectively.Strength of high-strength concrete and lowalloy deformed steel bars decrease after fire,and the yielding strength of the steel bars decreases more evidently than the ultimate strength.The effects of strength loss of concrete and steel bars,as well as concrete spalling on bending resistance of slabs after fire were analyzed by DIANA finite element software.It was shown that concrete spalling is the main factor to influence the bending resistance of slabs after fire." @default.
- W2376958388 created "2016-06-24" @default.
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- W2376958388 date "2009-01-01" @default.
- W2376958388 modified "2023-09-23" @default.
- W2376958388 title "Safety Inspection and Assessment of Reinforced Concrete Slabs after Fire" @default.
- W2376958388 hasPublicationYear "2009" @default.
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