High temperature performance of mortars containing fine glass powders
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作者:
Pan, Zhu
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Western Sydney Univ, Ctr Infrastruct Engn, Penrith, NSW 2751, AustraliaWestern Sydney Univ, Ctr Infrastruct Engn, Penrith, NSW 2751, Australia
Pan, Zhu
[1
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Tao, Zhong
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Western Sydney Univ, Ctr Infrastruct Engn, Penrith, NSW 2751, AustraliaWestern Sydney Univ, Ctr Infrastruct Engn, Penrith, NSW 2751, Australia
Tao, Zhong
[1
]
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机构:
Murphy, Timothy
[2
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Wuhrer, Richard
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Western Sydney Univ, Adv Mat Characterisat Facil, Parramatta, NSW 2116, AustraliaWestern Sydney Univ, Ctr Infrastruct Engn, Penrith, NSW 2751, Australia
Wuhrer, Richard
[2
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机构:
[1] Western Sydney Univ, Ctr Infrastruct Engn, Penrith, NSW 2751, Australia
[2] Western Sydney Univ, Adv Mat Characterisat Facil, Parramatta, NSW 2116, Australia
This paper reports on the high-temperature performance of cementitious materials containing fine glass powders (GP) as a partial replacement for ordinary Portland cement. Various mixes were prepared in which cement was replaced by GP in 3 different proportions, i.e., 5 wt%, 10 wt% and 20 wt%. Compressive strength tests were carried out at various temperatures (20, 500 and 800 degrees C) for mortars containing GP. To have a fundamental understanding of the material behaviour at elevated temperatures, X-ray diffraction (XRD), scanning electron microscopy (SEM) and thermal strain tests were conducted on the corresponding pastes. Results show two distinct temperature ranges regarding effects of GP on the strength of mortars. At temperatures below 500 degrees C, a mortar mix with 20% GP (Type I) showed the best performance with an average strength loss of 15% compared to 33% strength loss in reference samples. The XRD analysis shows a reduction in the calcium hydroxide (CH) content in mortars with GP. At temperatures below 500 degrees C, the strength loss is believed to be due to the dehydration of CH. Therefore, the low strength loss of mortars with GP is associated with their low CH content. In the temperature range of 500-800 degrees C, the average strength loss was 56% in the GP mortar and 35% in the reference mortar. The thermal shrinkage of GP paste is higher than the reference paste. This can be attributed to softening of glasses. The higher strength loss of GP mortar is due to the higher thermal incompatibility which arises because the paste shrinks while sand particles expand. (C) 2017 Elsevier Ltd. All rights reserved.
机构:
Mohammed V Univ Rabat, Fac Sci, Lab Chim Appliquee Materiaux, Rabat, MoroccoMohammed V Univ Rabat, Fac Sci, Lab Chim Appliquee Materiaux, Rabat, Morocco
El Fami, Nisrine
Diouri, Abdeljebbar
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Mohammed V Univ Rabat, Fac Sci, Lab Chim Appliquee Materiaux, Rabat, MoroccoMohammed V Univ Rabat, Fac Sci, Lab Chim Appliquee Materiaux, Rabat, Morocco
Diouri, Abdeljebbar
Taibi, M'hamed
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Mohammed V Univ Rabat, Ecole Normale Super, Lab Physico Chem Inorgan & Organ Mat, Rabat, MoroccoMohammed V Univ Rabat, Fac Sci, Lab Chim Appliquee Materiaux, Rabat, Morocco
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Eastern Mediterranean Univ, Fac Engn, Dept Civil Engn, Mersin 10, Famagusta, North Cyprus, TurkeyEastern Mediterranean Univ, Fac Engn, Dept Civil Engn, Mersin 10, Famagusta, North Cyprus, Turkey
Akcaoglu, Tulin
Cubukcuoglu, Beste
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机构:
Near East Univ, Fac Civil & Environm Engn, Dept Civil Engn, Near East Univ Blvd,Mersin 10, Nicosia, North Cyprus, TurkeyEastern Mediterranean Univ, Fac Engn, Dept Civil Engn, Mersin 10, Famagusta, North Cyprus, Turkey
Cubukcuoglu, Beste
Tarassoly, Amir Reza
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Eastern Mediterranean Univ, Fac Engn, Dept Civil Engn, Mersin 10, Famagusta, North Cyprus, TurkeyEastern Mediterranean Univ, Fac Engn, Dept Civil Engn, Mersin 10, Famagusta, North Cyprus, Turkey
机构:
Hong Kong Polytech Univ, Dept Civil & Environm Engn, Kowloon, Hong Kong, Peoples R ChinaHong Kong Polytech Univ, Dept Civil & Environm Engn, Kowloon, Hong Kong, Peoples R China
Lu, Jian-Xin
Zhan, Bao-Jian
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机构:
Hong Kong Polytech Univ, Dept Civil & Environm Engn, Kowloon, Hong Kong, Peoples R ChinaHong Kong Polytech Univ, Dept Civil & Environm Engn, Kowloon, Hong Kong, Peoples R China
Zhan, Bao-Jian
Duan, Zhen-Hua
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Hong Kong Polytech Univ, Dept Civil & Environm Engn, Kowloon, Hong Kong, Peoples R ChinaHong Kong Polytech Univ, Dept Civil & Environm Engn, Kowloon, Hong Kong, Peoples R China
Duan, Zhen-Hua
Poon, Chi Sun
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机构:
Hong Kong Polytech Univ, Dept Civil & Environm Engn, Kowloon, Hong Kong, Peoples R ChinaHong Kong Polytech Univ, Dept Civil & Environm Engn, Kowloon, Hong Kong, Peoples R China
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Technion Israel Inst Technol, Fac Civil & Environm Engn, Natl Bldg Res Inst, Haifa, IsraelTechnion Israel Inst Technol, Fac Civil & Environm Engn, Natl Bldg Res Inst, Haifa, Israel
Katz, Amnon
Kulisch, Daniele
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Technion Israel Inst Technol, Fac Civil & Environm Engn, Natl Bldg Res Inst, Haifa, IsraelTechnion Israel Inst Technol, Fac Civil & Environm Engn, Natl Bldg Res Inst, Haifa, Israel
机构:
Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hung Hom, Kowloon, Hong Kong, Peoples R ChinaHong Kong Polytech Univ, Dept Civil & Environm Engn, Hung Hom, Kowloon, Hong Kong, Peoples R China
Zhang, Binyu
He, Pingping
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机构:
Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hung Hom, Kowloon, Hong Kong, Peoples R ChinaHong Kong Polytech Univ, Dept Civil & Environm Engn, Hung Hom, Kowloon, Hong Kong, Peoples R China
He, Pingping
Poon, Chi Sun
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Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hung Hom, Kowloon, Hong Kong, Peoples R ChinaHong Kong Polytech Univ, Dept Civil & Environm Engn, Hung Hom, Kowloon, Hong Kong, Peoples R China