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Experimental study and assessment of thermal energy storage mortar with paraffin/recycled brick powder composite phase change materials
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作者 Luchen HAO Jianzhuang XIAO +1 位作者 Wanzhi CAO Jingting SUN 《Frontiers of Structural and Civil Engineering》 SCIE EI CSCD 2022年第10期1301-1314,共14页
Thermal energy storage recycled powder mortar(TESRM)was developed in this study by incorporating paraffin/recycled brick powder(paraffin/BP)composite phase change materials(PCM).Fourier transform infrared and thermogr... Thermal energy storage recycled powder mortar(TESRM)was developed in this study by incorporating paraffin/recycled brick powder(paraffin/BP)composite phase change materials(PCM).Fourier transform infrared and thermogravimetric analysis results showed that paraffin/BP composite PCM had good chemical and thermal stability.The onset melting temperature and latent heat of the composite PCM were 46.49°C and 30.1 J·g−1.The fresh mortar properties and hardened properties were also investigated in this study.Paraffin/BP composite PCM with replacement ratio of 0%,10%,20%,and 30%by weight of cement were studied.The results showed that the static and dynamic yield stresses of TESRM were 699.4%and 172.9%higher than those of normal mortar,respectively.The addition of paraffin/BP composite PCM had a positive impact on the mechanical properties of mortar at later ages,and could also reduce the dry shrinkage of mortar.The dry shrinkage of TESRM had a maximum reduction about 26.15%at 120 d.The thermal properties of TESRM were better than those of normal mortar.The thermal conductivity of TESRM was 36.3%less than that of normal mortar and the heating test results showed that TESRM had good thermal energy storage performance. 展开更多
关键词 recycled powder mortar recycled brick powder thermal energy storage PARAFFIN phase change material
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Chloride ingress and macro-cell corrosion of steel in concrete made with recycled brick aggregate
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作者 Tarek Uddin MOHAMMED Mahfuzur RAHMAN +2 位作者 Ahmed SABBIR Mohammad Mehedi HASAN Abdullah Al MAMUN 《Frontiers of Structural and Civil Engineering》 SCIE EI CSCD 2021年第6期1358-1371,共14页
An investigation on chloride ingress and macro-cell corrosion of steel bars in concrete made with recycled brick aggregate(RBA)was carried out.As control cases,virgin brick aggregate(BA)and stone aggregate(SA)were als... An investigation on chloride ingress and macro-cell corrosion of steel bars in concrete made with recycled brick aggregate(RBA)was carried out.As control cases,virgin brick aggregate(BA)and stone aggregate(SA)were also investigated.Both cylindrical and cracked prism specimens were studied for 16 different cases.The prism specimens were made with a segmented steel bar providing electrical connection from outside of the specimens to measure macro-cell corrosion current continuously under seawater splash exposure for a period of 30 d using a data logger.Cylindrical specimens were submerged in 3%NaCl solution at a temperature of 40℃ to investigate chloride ingress in concrete made with RBA,BA,and SA after 120 and 180 d.Half-cell potential,corrosion area,and depths of corrosion were also investigated.The chloride ingress as well as corrosion of steel bars in concrete made with the different types of aggregate is ordered as RBA>BA>SA. 展开更多
关键词 brick aggregate chloride ingress macro-cell corrosion recycled brick aggregate
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Controlled low-strength material incorporating recycled fine aggregate from urban red brick based construction waste 被引量:9
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作者 Ran Jin Zhang Jinxi +2 位作者 Yang Mijia Jia Dongdong Lu Shengdi 《Journal of Southeast University(English Edition)》 EI CAS 2017年第4期496-501,共6页
Sixteen controlled low-strength material( CLSM)mixtures with various cement-to-sand( C/Sa) ratios and water-to-solid( W/So) ratios were prepared using recycled fine aggregate from urban red brick based construction wa... Sixteen controlled low-strength material( CLSM)mixtures with various cement-to-sand( C/Sa) ratios and water-to-solid( W/So) ratios were prepared using recycled fine aggregate from urban red brick based construction waste.The fluidity and bleeding of the fresh CLSM mixtures were measured via the modified test methods, and the hardened CLSM mixtures were then molded to evaluate their compressive strength and durability. The results showthat the fluidity of the fresh CLSM mixtures is 105 to 227 mm with the corresponding bleeding rate of 3. 7% to 15. 5%, which increases with the increase in fluidity. After aging for 28 d,the compressive strength of the hardened CLSM mixtures reaches 1. 15 to 13. 96 M Pa, and their strength can be further enhanced with longer curing ages. Additionally, the strength increases with the increase of the C/Sa ratio, and decreases with the increase of the W/So ratio under the same curing age. Based on the obtained compressive strength, a fitting model for accurately predicting the compressive strength of the CLSM mixtures was established, which takes into account the above two independent variables( C/Sa and W/So ratios).M oreover, the durability of the hardened CLSM mixtures is enhanced for samples with higher C/Sa ratios. 展开更多
关键词 controlled low-strength material recycled fine aggregate fo m urban red brick based construction waste fluidity bleeding compressive strength durability
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Development of Reproducing Alumina-Magnesia-Carbon Bricks 被引量:3
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作者 LI Xinjian TANG Kun LIU Zhongjiang WANG Yubin 《China's Refractories》 CAS 2007年第3期22-26,共5页
The reproducing alumina-magnesia-carbon bricks were prepared with the dumped bricks as starting materials. The bulk density, apparent porosity, crushing strength, modolus of rupture and slag resistance of the specimen... The reproducing alumina-magnesia-carbon bricks were prepared with the dumped bricks as starting materials. The bulk density, apparent porosity, crushing strength, modolus of rupture and slag resistance of the specimen were analyzed. The results show that the used refractories can be reused and recycled by the right method. The reproducing alumina-magnesia-carbon bricks with better abilities were prepared. 展开更多
关键词 Reproducing alumina-magnesia-carbon brick Recycling and reusing Bulk density Modulus of rupture Slag resistance
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