Research Article
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Year 2021, Volume: 5 Issue: 4, 165 - 170, 01.10.2021
https://doi.org/10.31127/tuje.695328

Abstract

References

  • Akca A H & Özyurt N (2018). Effects of re-curing on microstructure of concrete after high temperature exposure. Construction and Building Materials, 168, 431-441. DOI: 10.1016/j.conbuildmat.2018.02.122
  • Andrew R M (2018). Global CO2 emissions from cement production. Earth System Science Data, 10(1), 195-217. DOI: 10.5194/essd-10-195-2018
  • Arioz O (2007). Effects of elevated temperatures on properties of concrete. Fire Safety Journal, 42(8), 516-522. DOI: 10.1016/j.firesaf.2007.01.003
  • Aydın S & Baradan B (2007). Effect of pumice and fly ash incorporation on high temperature resistance of cement based mortars. Cement and Concrete Research, 37(6), 988-995. DOI: 10.1016/j.cemconres.2007.02.005
  • Dimitriou G, Savva P & Petrou M F (2018). Enhancing mechanical and durability properties of recycled aggregate concrete. Construction and Building Materials, 158, 228-235. DOI: 10.1016/j.conbuildmat.2017.09.137
  • Gawin D, Pesavento F & Schrefler A (2004). Modelling of deformations of high strength concrete at elevated temperatures. Materials and Structures, 37, 218-236.
  • Heikal M, El-Didamony H, Sokkary T M & Ahmed I A (2013). Behavior of composite cement pastes containing microsilica and fly ash at elevated temperature. Construction and Building Materials, 38, 1180-1190. DOI: 10.1016/j.conbuildmat.2012.09.069
  • Huseien G F, Sam A R M, Shah K W, Mirza J & Tahir M M (2019). Evaluation of alkaliactivated mortars containing high volume waste ceramic powder and fly ash replacing GBFS. Construction and Building Materials, 210, 78-92. DOI: 10.1016/j.conbuildmat.2019.03.194
  • Juan-Valdés A, Rodríguez-Robles D, García-González J, Guerra-Romero M I, Morán-del Pozo J M (2018). Mechanical and microstructural characterization of nonstructural precast concrete made with recycled mixed ceramic aggregates from construction and demolition wastes. Journal of Cleaner Production, 180, 482-493. DOI: 10.1016/j.jclepro.2018.01.191
  • Kermeli K, Edelenbosch O Y, Crijns-Graus W, Van Ruijven B J, Mima S, Van Vuuren D P & Worrell E (2019). The scope for better industry representation in longterm energy models: modeling the cement industry. Applied Energy, 240, 964-985. DOI: 10.1016/j.apenergy.2019.01.252
  • Khaliq W & Khan H A (2015). High temperature material properties of calcium aluminate cement concrete. Construction and Building Materials, 94, 475-487. DOI: 10.1016/j.conbuildmat.2015.07.023
  • Khoury G A (1996). Performance of Heated Concrete-Mechanical Properties. Contract NUC/56/3604A with Nuclear Installations Inspectorate, Imperial College, London, United Kingdom, August.
  • Li L, Wang Q, Zhang G, Shi L, Dong J, Jia P (2018). A method of detecting the cracks of concrete undergo high-temperature. Construction and Building Materials, 162, 345-358. DOI: 10.1016/j.conbuildmat.2017.12.010
  • Liang X, Wu C, Su Y, Chen Z & Li Z (2018). Development of ultra-high performance concrete with high fire resistance”, Construction and Building Materials, 179, 400-412. DOI: 10.1016/j.conbuildmat.2018.05.241
  • Lin W M, Lin T D & Powers L J (1996). Microstructures of fire-damaged concrete. ACI Materials Journal, 93(3), 199-205.
  • Mendes A, Sanjayan J G & Collins F (2011). Effects of slag and cooling method on the progressive deterioration of concrete after exposure to elevated temperatures as in a fire event. Materials and Structures, 44, 709-718. DOI: 10.1617/s11527-010-9660-2
  • Mohammadhosseini H, Tahir M M & Sam A R M (2018). The feasibility of improving impact resistance and strength properties of sustainable concrete composites by adding waste metalized plastic fibres. Construction and Building Materials, 169, 223-236. DOI: 10.1016/j.conbuildmat.2018.02.210
  • Pan Z, Tao Z, Cao Y F, Wuhrer R & Murphy T (2018). Compressive strength and microstructure of alkali-activated fly ash/slag binders at high temperature. Cement and Concrete Composites, 86, 9-18. DOI: 10.1016/j.cemconcomp.2017.09.011
  • Poon C S, Azhar S, Anson M & Wong Y L (2001). Comparison of the strength and durability performance of normal- and high-strength pozzolanic concretes at elevated temperatures. Cement and Concrete Research, 31(9), 1291-1300. DOI: 10.1016/S0008-8846(01)00580-4
  • Seshu D R & Pratusha A (2013). Study on compressive strength behaviour of normal concrete and self-compacting concrete subjected to elevated temperatures. Magazine of Concrete Research, 65(7), 415-421. DOI: 10.1680/macr.12.00108
  • Tam V W Y, Soomro M & Evangelista A C J (2018). “A review of recycled aggregate in concrete applications (2000–2017). Construction and Building Materials, 172, 272-292. DOI: 10.1016/j.conbuildmat.2018.03.240
  • TS EN 1008 (2003). Mixing water for concrete - Specifications for sampling, testing and assessing the suitability of water, including water recovered from processes in the concrete industry, as mixing water for concrete. Turkish Standard Institute, Ankara Turkey.
  • TS EN 1170-6 (1999). Precast concrete products-test method for glass fibre reinforced cement-part 6: determination of the absorption of water by immersion and determination of the dry density. Turkish Standard Institute, Ankara, Turkey.
  • TS EN 12390-4 (2002). Testing hardened concrete - Part 4: Compressive strength - Specification for testing machines. Turkish Standard Institute, Ankara, Turkey.
  • TS EN 13501-1+A1 (2019). Fire classification of construction products and building elements - Part 1: Classification using data from reaction to fire tests. Turkish Standard Institute, Ankara, Turkey.
  • TS EN 196-1 (2016). Methods of testing cement - Part 1: Determination of strength. Turkish Standard Institute, Ankara, Turkey.
  • TS EN 197-1 (2012). Cement- Stage 1: General cements–component. Turkish Standard Institute, Ankara Turkey.
  • Yaşar E & Erdoğan Y (2005). Investigation of Engineering Properties of Building Materials Made With Acidic and Alcaline Pumic. Turkey 19. Uluslararant Mining Congress and Expo, 409-413.

Investigation of high temperature effects in different mineral additive light

Year 2021, Volume: 5 Issue: 4, 165 - 170, 01.10.2021
https://doi.org/10.31127/tuje.695328

Abstract

In this study, physical and mechanical properties of light mortars produced with Fly Ash (FA) contributed pumice aggregates, Colemanite (K), Blast Furnace Slag (BFS), Marble powder (MP) were investigated under high temperature. Mortar samples were produced in the dimensions of 40x40x160 mm. At the preparation of mortars, pumice (0-4mm) as a fine aggregate and CEM I 42.5R Portland Cement were replaced with. 1%, 2% and 3% by weight of K respectively and 10%, 20% and 30% of YFC, MT and UK were replaced with cement in light mortars mixture. The produced mortar samples were removed from the mold after 24-hour setting and subjected to a cure at a temperature of 20±2°C in the standard cure pool for 28 days. The flexural and compressive strength of the mortar samples filling the 7th day were determined. Physical properties such as water absorption, porosity and unit volume weight of 28 days cured mortars were determined and flexural and compressive strengths were calculated. At the end of 28th day samples, which were reached its final strength, were exposed to 200 ⁰C, 400 ⁰C, 600 ⁰C and 800 ⁰C heats in High Temperature Oven. It is observed that with increasing temperature, weight loss increases, flexural and compressive strengths decrease in all samples. With the use of mineral additives, it was observed that both the weight losses and the losses in flexural and compressive strengths decreased and the mortars became more resistant to temperature.

References

  • Akca A H & Özyurt N (2018). Effects of re-curing on microstructure of concrete after high temperature exposure. Construction and Building Materials, 168, 431-441. DOI: 10.1016/j.conbuildmat.2018.02.122
  • Andrew R M (2018). Global CO2 emissions from cement production. Earth System Science Data, 10(1), 195-217. DOI: 10.5194/essd-10-195-2018
  • Arioz O (2007). Effects of elevated temperatures on properties of concrete. Fire Safety Journal, 42(8), 516-522. DOI: 10.1016/j.firesaf.2007.01.003
  • Aydın S & Baradan B (2007). Effect of pumice and fly ash incorporation on high temperature resistance of cement based mortars. Cement and Concrete Research, 37(6), 988-995. DOI: 10.1016/j.cemconres.2007.02.005
  • Dimitriou G, Savva P & Petrou M F (2018). Enhancing mechanical and durability properties of recycled aggregate concrete. Construction and Building Materials, 158, 228-235. DOI: 10.1016/j.conbuildmat.2017.09.137
  • Gawin D, Pesavento F & Schrefler A (2004). Modelling of deformations of high strength concrete at elevated temperatures. Materials and Structures, 37, 218-236.
  • Heikal M, El-Didamony H, Sokkary T M & Ahmed I A (2013). Behavior of composite cement pastes containing microsilica and fly ash at elevated temperature. Construction and Building Materials, 38, 1180-1190. DOI: 10.1016/j.conbuildmat.2012.09.069
  • Huseien G F, Sam A R M, Shah K W, Mirza J & Tahir M M (2019). Evaluation of alkaliactivated mortars containing high volume waste ceramic powder and fly ash replacing GBFS. Construction and Building Materials, 210, 78-92. DOI: 10.1016/j.conbuildmat.2019.03.194
  • Juan-Valdés A, Rodríguez-Robles D, García-González J, Guerra-Romero M I, Morán-del Pozo J M (2018). Mechanical and microstructural characterization of nonstructural precast concrete made with recycled mixed ceramic aggregates from construction and demolition wastes. Journal of Cleaner Production, 180, 482-493. DOI: 10.1016/j.jclepro.2018.01.191
  • Kermeli K, Edelenbosch O Y, Crijns-Graus W, Van Ruijven B J, Mima S, Van Vuuren D P & Worrell E (2019). The scope for better industry representation in longterm energy models: modeling the cement industry. Applied Energy, 240, 964-985. DOI: 10.1016/j.apenergy.2019.01.252
  • Khaliq W & Khan H A (2015). High temperature material properties of calcium aluminate cement concrete. Construction and Building Materials, 94, 475-487. DOI: 10.1016/j.conbuildmat.2015.07.023
  • Khoury G A (1996). Performance of Heated Concrete-Mechanical Properties. Contract NUC/56/3604A with Nuclear Installations Inspectorate, Imperial College, London, United Kingdom, August.
  • Li L, Wang Q, Zhang G, Shi L, Dong J, Jia P (2018). A method of detecting the cracks of concrete undergo high-temperature. Construction and Building Materials, 162, 345-358. DOI: 10.1016/j.conbuildmat.2017.12.010
  • Liang X, Wu C, Su Y, Chen Z & Li Z (2018). Development of ultra-high performance concrete with high fire resistance”, Construction and Building Materials, 179, 400-412. DOI: 10.1016/j.conbuildmat.2018.05.241
  • Lin W M, Lin T D & Powers L J (1996). Microstructures of fire-damaged concrete. ACI Materials Journal, 93(3), 199-205.
  • Mendes A, Sanjayan J G & Collins F (2011). Effects of slag and cooling method on the progressive deterioration of concrete after exposure to elevated temperatures as in a fire event. Materials and Structures, 44, 709-718. DOI: 10.1617/s11527-010-9660-2
  • Mohammadhosseini H, Tahir M M & Sam A R M (2018). The feasibility of improving impact resistance and strength properties of sustainable concrete composites by adding waste metalized plastic fibres. Construction and Building Materials, 169, 223-236. DOI: 10.1016/j.conbuildmat.2018.02.210
  • Pan Z, Tao Z, Cao Y F, Wuhrer R & Murphy T (2018). Compressive strength and microstructure of alkali-activated fly ash/slag binders at high temperature. Cement and Concrete Composites, 86, 9-18. DOI: 10.1016/j.cemconcomp.2017.09.011
  • Poon C S, Azhar S, Anson M & Wong Y L (2001). Comparison of the strength and durability performance of normal- and high-strength pozzolanic concretes at elevated temperatures. Cement and Concrete Research, 31(9), 1291-1300. DOI: 10.1016/S0008-8846(01)00580-4
  • Seshu D R & Pratusha A (2013). Study on compressive strength behaviour of normal concrete and self-compacting concrete subjected to elevated temperatures. Magazine of Concrete Research, 65(7), 415-421. DOI: 10.1680/macr.12.00108
  • Tam V W Y, Soomro M & Evangelista A C J (2018). “A review of recycled aggregate in concrete applications (2000–2017). Construction and Building Materials, 172, 272-292. DOI: 10.1016/j.conbuildmat.2018.03.240
  • TS EN 1008 (2003). Mixing water for concrete - Specifications for sampling, testing and assessing the suitability of water, including water recovered from processes in the concrete industry, as mixing water for concrete. Turkish Standard Institute, Ankara Turkey.
  • TS EN 1170-6 (1999). Precast concrete products-test method for glass fibre reinforced cement-part 6: determination of the absorption of water by immersion and determination of the dry density. Turkish Standard Institute, Ankara, Turkey.
  • TS EN 12390-4 (2002). Testing hardened concrete - Part 4: Compressive strength - Specification for testing machines. Turkish Standard Institute, Ankara, Turkey.
  • TS EN 13501-1+A1 (2019). Fire classification of construction products and building elements - Part 1: Classification using data from reaction to fire tests. Turkish Standard Institute, Ankara, Turkey.
  • TS EN 196-1 (2016). Methods of testing cement - Part 1: Determination of strength. Turkish Standard Institute, Ankara, Turkey.
  • TS EN 197-1 (2012). Cement- Stage 1: General cements–component. Turkish Standard Institute, Ankara Turkey.
  • Yaşar E & Erdoğan Y (2005). Investigation of Engineering Properties of Building Materials Made With Acidic and Alcaline Pumic. Turkey 19. Uluslararant Mining Congress and Expo, 409-413.
There are 28 citations in total.

Details

Primary Language English
Subjects Engineering
Journal Section Articles
Authors

Behcet Dündar 0000-0003-0724-9469

Emriye Çınar 0000-0002-9435-2968

Publication Date October 1, 2021
Published in Issue Year 2021 Volume: 5 Issue: 4

Cite

APA Dündar, B., & Çınar, E. (2021). Investigation of high temperature effects in different mineral additive light. Turkish Journal of Engineering, 5(4), 165-170. https://doi.org/10.31127/tuje.695328
AMA Dündar B, Çınar E. Investigation of high temperature effects in different mineral additive light. TUJE. October 2021;5(4):165-170. doi:10.31127/tuje.695328
Chicago Dündar, Behcet, and Emriye Çınar. “Investigation of High Temperature Effects in Different Mineral Additive Light”. Turkish Journal of Engineering 5, no. 4 (October 2021): 165-70. https://doi.org/10.31127/tuje.695328.
EndNote Dündar B, Çınar E (October 1, 2021) Investigation of high temperature effects in different mineral additive light. Turkish Journal of Engineering 5 4 165–170.
IEEE B. Dündar and E. Çınar, “Investigation of high temperature effects in different mineral additive light”, TUJE, vol. 5, no. 4, pp. 165–170, 2021, doi: 10.31127/tuje.695328.
ISNAD Dündar, Behcet - Çınar, Emriye. “Investigation of High Temperature Effects in Different Mineral Additive Light”. Turkish Journal of Engineering 5/4 (October 2021), 165-170. https://doi.org/10.31127/tuje.695328.
JAMA Dündar B, Çınar E. Investigation of high temperature effects in different mineral additive light. TUJE. 2021;5:165–170.
MLA Dündar, Behcet and Emriye Çınar. “Investigation of High Temperature Effects in Different Mineral Additive Light”. Turkish Journal of Engineering, vol. 5, no. 4, 2021, pp. 165-70, doi:10.31127/tuje.695328.
Vancouver Dündar B, Çınar E. Investigation of high temperature effects in different mineral additive light. TUJE. 2021;5(4):165-70.
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