Research into steel-concrete bond in fire conditions
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Published:
2008-06-11
Issue Vol. 2 No. 1 (2008)
Articles
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Research into steel-concrete bond in fire conditions
005-018
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Designing the structure of a construction project operating system using evolutionary algorithm
019-036
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Proposition of a new method for the calculation of diagonal crack widths in reinforced concrete elements subjected to combined torsion and shear
037-064
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The analysis of load carrying capacity and cracking of slightly reinforced concrete members in bending
065-078
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Experimental and numerical investigation of plywood progressive failure in CT tests
079-094
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FE modeling of delamination growth in interlaminar fracture specimens
095-109
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Asymptotic stress field at the tip of an inclined crack terminating to an interface
111-124
-
Moisture measurements of the chalk rock walls from Kazimierz Dolny with the application of TDR method
125-140
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Influence of the friction factor on the range of cement dispersion flow
141-153
Main Article Content
Authors
Abstract
The article presents results from the research into fire temperature influence on steel-concrete bond and on the bond reduction for both in-fire and after-fire status. Bond tests and its results for materials St3S, 18G2 reinforced steel and C16/20, C40/50 concrete, have been described in the article both for in fire and after-fire conditions. All tests have shown a significant reduction of steel-concrete bond as a result of fire temperature. It was proven, that significant bond differences exist between in-fire and after-fire tests, what demonstrate that the bond is regained partially after the exposure.
Keywords:
bond test, concrete, steel, fire temperature
Article Details
“Research into steel-concrete bond in fire conditions” (2008) Budownictwo i Architektura / Civil and Architectural Engineering, 2(1), pp. 005–018. doi:10.35784/bud-arch.2309.
