Creep and shrinkage of concrete according to Eurocode 2
Deformacije tečenja i skupljanja betona prema Evrokodu 2
Abstract
This paper presents the procedure for calculation of creep coefficient and shrinkage strain according to Eurocode 2 (SRPS EN 1992-1-1:2004). The calculated values of final creep coefficient and shrinkage strain, for the usual design conditions, are given in Annexes. The influence of key parameters on final creep coefficient and shrinkage strain is analyzed and the comparison between their final values calculated according to Eurocode 2 and BAB 87 is presented.
U tekstu je prikazan postupak izračunanja vrednosti koeficijenta tečenja i dilatacije skupljanja prema Evrokodu 2 (SRPS EN 1992-1-1:2004). Izračunate vrednosti, za uobičajene proračunske uslove, su date u priloženim tabelama. Analiziran je uticaj pojedinih parametara na konačne vrednosti i urađeno poređenje vrednosti određenih prema Evrokodu 2 i PBAB 87.
Keywords:
concrete / creep / shrinkage / Eurocode 2 / BAB 87 / beton / tečenje / skupljanje / Evrokod 2 / BAB 87Source:
Tehnika, 2017, 72, 5, 655-663Publisher:
- Savez inženjera i tehničara Srbije, Beograd
Funding / projects:
Institution/Community
GraFarTY - JOUR AU - Milićević, Ivan AU - Pecić, Nenad PY - 2017 UR - https://grafar.grf.bg.ac.rs/handle/123456789/840 AB - This paper presents the procedure for calculation of creep coefficient and shrinkage strain according to Eurocode 2 (SRPS EN 1992-1-1:2004). The calculated values of final creep coefficient and shrinkage strain, for the usual design conditions, are given in Annexes. The influence of key parameters on final creep coefficient and shrinkage strain is analyzed and the comparison between their final values calculated according to Eurocode 2 and BAB 87 is presented. AB - U tekstu je prikazan postupak izračunanja vrednosti koeficijenta tečenja i dilatacije skupljanja prema Evrokodu 2 (SRPS EN 1992-1-1:2004). Izračunate vrednosti, za uobičajene proračunske uslove, su date u priloženim tabelama. Analiziran je uticaj pojedinih parametara na konačne vrednosti i urađeno poređenje vrednosti određenih prema Evrokodu 2 i PBAB 87. PB - Savez inženjera i tehničara Srbije, Beograd T2 - Tehnika T1 - Creep and shrinkage of concrete according to Eurocode 2 T1 - Deformacije tečenja i skupljanja betona prema Evrokodu 2 EP - 663 IS - 5 SP - 655 VL - 72 DO - 10.5937/tehnika1705655M ER -
@article{ author = "Milićević, Ivan and Pecić, Nenad", year = "2017", abstract = "This paper presents the procedure for calculation of creep coefficient and shrinkage strain according to Eurocode 2 (SRPS EN 1992-1-1:2004). The calculated values of final creep coefficient and shrinkage strain, for the usual design conditions, are given in Annexes. The influence of key parameters on final creep coefficient and shrinkage strain is analyzed and the comparison between their final values calculated according to Eurocode 2 and BAB 87 is presented., U tekstu je prikazan postupak izračunanja vrednosti koeficijenta tečenja i dilatacije skupljanja prema Evrokodu 2 (SRPS EN 1992-1-1:2004). Izračunate vrednosti, za uobičajene proračunske uslove, su date u priloženim tabelama. Analiziran je uticaj pojedinih parametara na konačne vrednosti i urađeno poređenje vrednosti određenih prema Evrokodu 2 i PBAB 87.", publisher = "Savez inženjera i tehničara Srbije, Beograd", journal = "Tehnika", title = "Creep and shrinkage of concrete according to Eurocode 2, Deformacije tečenja i skupljanja betona prema Evrokodu 2", pages = "663-655", number = "5", volume = "72", doi = "10.5937/tehnika1705655M" }
Milićević, I.,& Pecić, N.. (2017). Creep and shrinkage of concrete according to Eurocode 2. in Tehnika Savez inženjera i tehničara Srbije, Beograd., 72(5), 655-663. https://doi.org/10.5937/tehnika1705655M
Milićević I, Pecić N. Creep and shrinkage of concrete according to Eurocode 2. in Tehnika. 2017;72(5):655-663. doi:10.5937/tehnika1705655M .
Milićević, Ivan, Pecić, Nenad, "Creep and shrinkage of concrete according to Eurocode 2" in Tehnika, 72, no. 5 (2017):655-663, https://doi.org/10.5937/tehnika1705655M . .