An investigation on the mortars containing blended cement subjected to elevated temperatures using Artificial Neural Network (ANN) models
Source abstract
Abstract
This paper presents the results of an investigation on the compressive strength and weight loss of mortars containing three types of fillers as cement replacements; Limestone Filler (LF), Silica Fume (SF) and Trass (TR), subjected to elevated temperatures including $400\circC$, $600\circC$, $800\circC$ and $1000\circC$. Results indicate that addition of TR to blended cements, compared to SF addition, leads to higher compressive strength and lower weight loss at elevated temperatures. In order to model the influence of the different parameters on the compressive strength and the weight loss of specimens, artificial neural networks (ANNs) were adopted. Different diagrams were plotted based on the predictions of the most accurate networks to study the effects of temperature, different fillers and cement content on the target properties. In addition to the impressive RMSE and $R^2$ values of the best networks, the data used as the input for the prediction plots were chosen within the range of the data introduced to the networks in the training phase. Therefore, the prediction plots could be considered reliable to perform the parametric study.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Fire effects on concrete materials · Concrete and Cement Materials Research · Concrete Properties and Behavior
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (23)
Show source-provided references
1. Constr. Build Mater. · 2011 · 25 · 100910.1016/j.conbuildmat.2010.06.078 ↗
2. J. Mater. Civil Eng. · 2006 · 18 · 52710.1061/(ASCE)0899-1561(2006)18:4(527) ↗
3. Fire Safety J. · 2008 · 43 · 61010.1016/j.firesaf.2008.02.001 ↗
4. Cement Concrete Res. · 2007 · 37 · 98810.1016/j.cemconres.2007.02.005 ↗
5. Cement Concrete Res. · 2002 · 32 · 80910.1016/S0008-8846(02)00709-3 ↗
6. Constr. Build Mater. · 2008 · 22 · 142810.1016/j.conbuildmat.2007.04.004 ↗
7. Fire Safety J. · 2010 · 45 · 38510.1016/j.firesaf.2010.08.002 ↗
8. ACI Mater. J. · 1990 · 87 · 160
9. Comput. Struct. · 2006 · 84 · 170910.1016/j.compstruc.2006.03.005 ↗
10. Cement. Concrete Res. · 2006 · 36 · 139910.1016/j.cemconres.2006.01.009 ↗
11. Automat Constr. · 2006 · 15 · 37410.1016/j.autcon.2005.07.003 ↗
12. Mag. Concrete Res. · 1999 · 44 · 291
13. ACI Mater. J. · 1996 · 93 · 199
14. ACI Mater. J. · 2003 · 100 · 21
15. Mag. Concrete Res. · 1956 · 8 · 8510.1680/macr.1956.8.23.85 ↗
16. IJCEE. · 2010 · 10 · 1
17. Mater. Struct. · 1984 · 17 · 41510.1007/BF02473981 ↗
18. Cement Concrete Res. · 2004 · 34 · 221510.1016/j.cemconres.2004.02.011 ↗
19. Cement Concrete Comp. · 2009 · 31 · 71510.1016/j.cemconcomp.2009.08.003 ↗
20. Mag. Concrete Res. · 1991 · 43 · 8710.1680/macr.1991.43.155.87 ↗
21. Fire Safety J. · 2006 · 41 · 11510.1016/j.firesaf.2005.11.004 ↗
22. Cement Concrete Res. · 2007 · 37 · 97810.1016/j.cemconres.2007.02.011 ↗
23. Comput. Concrete · 2011 · 8 · 49110.12989/cac.2011.8.5.491 ↗