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Consideration of nonlinear creep strain of siliceous concrete on calculation of mechanical strain under transient temperatures as a function of load history
Schneider, U.; Schneider, M.; Franssen, Jean-Marc
2008In Kodur, Venkatesh; Tan, Kang Hai (Eds.) Proceedings of the Fifth International Conference Structures in Fire
Peer reviewed
 

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Keywords :
fire resistance; concrete; Constitutive model; transient creep
Abstract :
[en] The paper is given of an extended model for concrete in compression at elevated temperature that incorporates elastic, plastic and creep strain as a function of temperature and stress history. The mechanical strain calculated as a function of elastic strain, plastic strain and thermal induced strain. The thermal induced strain is relative independent compared to dependence of Young’s Modulus by load history. Actually the term comprises elastic, plastic and (pure) transient creep strains as we will show. A comparison is given between experimental results with cylindrical specimens and calculated results.
Disciplines :
Materials science & engineering
Author, co-author :
Schneider, U.
Schneider, M.
Franssen, Jean-Marc  ;  Université de Liège - ULiège > Département Argenco : Secteur SE > Ingénierie du feu
Language :
English
Title :
Consideration of nonlinear creep strain of siliceous concrete on calculation of mechanical strain under transient temperatures as a function of load history
Publication date :
2008
Event name :
Fifth International Conference Structures in Fire
Event organizer :
Nanyang Techn. University
Audience :
International
Main work title :
Proceedings of the Fifth International Conference Structures in Fire
Author, co-author :
Kodur, Venkatesh
Tan, Kang Hai
ISBN/EAN :
978-981-08-0767-2
Pages :
463-476
Peer reviewed :
Peer reviewed
Available on ORBi :
since 23 June 2009

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