Analysis of Concrete Transient Thermal Deformation in the Context of Structures Submitted to Various Levels of Temperature and Mechanical Loading
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Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-33211-1_37
Reference10 articles.
1. W Ladaoui T Vidal A Sellier X Bourbon 2011 Effect of a temperature change from 20 to 50°C on the basic creep of HPC and HPFRC Mater. Struct. 44 1629 1639 https://doi.org/10.1617/s11527-011-9723-z
2. S Arthanari CW Yu 1967 Creep of concrete under uniaxial and biaxial stresses at elevated temperatures Mag. Concr. Res. 19 149 156 https://doi.org/10.1680/macr.1967.19.60.149
3. HM Fahmi M Polivka B Bresler 1972 Effects of sustained and cyclic elevated temperature on creep of concrete Cem. Concr. Res. 2 591 606 https://doi.org/10.1016/0008-8846(72)90113-5
4. H Cagnon T Vidal A Sellier X Bourbon G Camps 2019 Transient thermal deformation of high performance concrete in the range 20 °C–40 °C Cem. Concr. Res. 116 19 26 https://doi.org/10.1016/j.cemconres.2018.11.001
5. F Manzoni T Vidal A Sellier X Bourbon G Camps 2020 On the origins of transient thermal deformation of concrete Cem. Concr. Compos. 107 103508 https://doi.org/10.1016/j.cemconcomp.2019.103508
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