Use of image analysis for durability testing of sulfur concrete and Portland cement concrete
Authorized Users Only
2012
Authors
Vlahović, Milica M.Savić, Maja M.
Martinović, Sanja
Boljanac, Tamara
Volkov-Husović, Tatjana
Article (Published version)
Metadata
Show full item recordAbstract
Sulfur concrete was prepared by using the following initial components: sand as an aggregate, modified sulfur binder, and alumina as a filler. Portland cement concrete was made of the same aggregate, cement and water. The durability of prepared concrete samples was tested in 10% solution of HCl as a function of immersion time. The changes in mechanical strength and mass of the samples were periodically measured. Sulfur concrete exhibited limited mechanical strength and mass loss, while physico-mechanical properties of Portland cement concrete regressed rapidly. The image analysis used for surface destruction monitoring, performed by Image Pro Plus Program for determination of damaged surface area and original surface area before acid resistance testing, showed the similar results. Based on the image analysis results, model for predicting the mechanical strength degradation during durability testing was presented. The fact that calculated and experimental strength values were not far ap...art proved the validity of the proposed model.
Keywords:
Concrete / Mechanical / Image analysisSource:
Materials & Design, 2012, 34, 346-354Publisher:
- Elsevier Sci Ltd, Oxford
Funding / projects:
- Implementation of new technical, technological and environmental solutions in the mining and metallurgical operations RBB and RBM (RS-MESTD-Technological Development (TD or TR)-33007)
DOI: 10.1016/j.matdes.2011.08.026
ISSN: 0261-3069
WoS: 000298120300046
Scopus: 2-s2.0-80052660523
Institution/Community
Tehnološko-metalurški fakultetTY - JOUR AU - Vlahović, Milica M. AU - Savić, Maja M. AU - Martinović, Sanja AU - Boljanac, Tamara AU - Volkov-Husović, Tatjana PY - 2012 UR - http://TechnoRep.tmf.bg.ac.rs/handle/123456789/2244 AB - Sulfur concrete was prepared by using the following initial components: sand as an aggregate, modified sulfur binder, and alumina as a filler. Portland cement concrete was made of the same aggregate, cement and water. The durability of prepared concrete samples was tested in 10% solution of HCl as a function of immersion time. The changes in mechanical strength and mass of the samples were periodically measured. Sulfur concrete exhibited limited mechanical strength and mass loss, while physico-mechanical properties of Portland cement concrete regressed rapidly. The image analysis used for surface destruction monitoring, performed by Image Pro Plus Program for determination of damaged surface area and original surface area before acid resistance testing, showed the similar results. Based on the image analysis results, model for predicting the mechanical strength degradation during durability testing was presented. The fact that calculated and experimental strength values were not far apart proved the validity of the proposed model. PB - Elsevier Sci Ltd, Oxford T2 - Materials & Design T1 - Use of image analysis for durability testing of sulfur concrete and Portland cement concrete EP - 354 SP - 346 VL - 34 DO - 10.1016/j.matdes.2011.08.026 ER -
@article{ author = "Vlahović, Milica M. and Savić, Maja M. and Martinović, Sanja and Boljanac, Tamara and Volkov-Husović, Tatjana", year = "2012", abstract = "Sulfur concrete was prepared by using the following initial components: sand as an aggregate, modified sulfur binder, and alumina as a filler. Portland cement concrete was made of the same aggregate, cement and water. The durability of prepared concrete samples was tested in 10% solution of HCl as a function of immersion time. The changes in mechanical strength and mass of the samples were periodically measured. Sulfur concrete exhibited limited mechanical strength and mass loss, while physico-mechanical properties of Portland cement concrete regressed rapidly. The image analysis used for surface destruction monitoring, performed by Image Pro Plus Program for determination of damaged surface area and original surface area before acid resistance testing, showed the similar results. Based on the image analysis results, model for predicting the mechanical strength degradation during durability testing was presented. The fact that calculated and experimental strength values were not far apart proved the validity of the proposed model.", publisher = "Elsevier Sci Ltd, Oxford", journal = "Materials & Design", title = "Use of image analysis for durability testing of sulfur concrete and Portland cement concrete", pages = "354-346", volume = "34", doi = "10.1016/j.matdes.2011.08.026" }
Vlahović, M. M., Savić, M. M., Martinović, S., Boljanac, T.,& Volkov-Husović, T.. (2012). Use of image analysis for durability testing of sulfur concrete and Portland cement concrete. in Materials & Design Elsevier Sci Ltd, Oxford., 34, 346-354. https://doi.org/10.1016/j.matdes.2011.08.026
Vlahović MM, Savić MM, Martinović S, Boljanac T, Volkov-Husović T. Use of image analysis for durability testing of sulfur concrete and Portland cement concrete. in Materials & Design. 2012;34:346-354. doi:10.1016/j.matdes.2011.08.026 .
Vlahović, Milica M., Savić, Maja M., Martinović, Sanja, Boljanac, Tamara, Volkov-Husović, Tatjana, "Use of image analysis for durability testing of sulfur concrete and Portland cement concrete" in Materials & Design, 34 (2012):346-354, https://doi.org/10.1016/j.matdes.2011.08.026 . .