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Cement and Concrete Composites最新文献

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A comprehensive analysis of buildability of 3D-printed concrete and the use of bi-linear stress-strain criterion-based failure curves towards their prediction 全面分析3d打印混凝土的可建造性,并使用基于双线应力-应变准则的破坏曲线进行预测
Pub Date : 2022-01-01 DOI: 10.1016/j.cemconcomp.2022.104424
Avinaya Tripathi, Sooraj A.O. Nair, N. Neithalath
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引用次数: 15
A new application of fluid loss agent in enhancing autogenous healing ability and improving mechanical properties of oil well cement 降滤失剂在提高油井水泥自愈能力和改善力学性能方面的新应用
Pub Date : 2022-01-01 DOI: 10.1016/j.cemconcomp.2022.104419
Ming Liu, Miaomiao Hu, Pengpeng Li, Hang Zhang, Jiaqi Zhao, Jintang Guo
{"title":"A new application of fluid loss agent in enhancing autogenous healing ability and improving mechanical properties of oil well cement","authors":"Ming Liu, Miaomiao Hu, Pengpeng Li, Hang Zhang, Jiaqi Zhao, Jintang Guo","doi":"10.1016/j.cemconcomp.2022.104419","DOIUrl":"https://doi.org/10.1016/j.cemconcomp.2022.104419","url":null,"abstract":"","PeriodicalId":9706,"journal":{"name":"Cement and Concrete Composites","volume":"46 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"87849394","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 7
Automating the mixture design of lightweight foamed concrete using multi-objective firefly algorithm and support vector regression 基于多目标萤火虫算法和支持向量回归的轻量化泡沫混凝土配合比设计自动化
Pub Date : 2021-08-01 DOI: 10.1016/J.CEMCONCOMP.2021.104103
Junfei Zhang, Yimiao Huang, Guo-hang Ma, Yanmei Yuan, B. Nener
{"title":"Automating the mixture design of lightweight foamed concrete using multi-objective firefly algorithm and support vector regression","authors":"Junfei Zhang, Yimiao Huang, Guo-hang Ma, Yanmei Yuan, B. Nener","doi":"10.1016/J.CEMCONCOMP.2021.104103","DOIUrl":"https://doi.org/10.1016/J.CEMCONCOMP.2021.104103","url":null,"abstract":"","PeriodicalId":9706,"journal":{"name":"Cement and Concrete Composites","volume":"19 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2021-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"87513944","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 30
Structural evolution of cement paste with nano-Fe3O4 under magnetic field - Effect of concentration and particle size of nano-Fe3O4 磁场作用下纳米fe3o4水泥浆体结构演化——纳米fe3o4浓度和粒径的影响
Pub Date : 2021-07-01 DOI: 10.1016/J.CEMCONCOMP.2021.104036
D. Jiao, Karel Lesage, M. Yardımcı, Khadija El Cheikh, C. Shi, G. de Schutter
{"title":"Structural evolution of cement paste with nano-Fe3O4 under magnetic field - Effect of concentration and particle size of nano-Fe3O4","authors":"D. Jiao, Karel Lesage, M. Yardımcı, Khadija El Cheikh, C. Shi, G. de Schutter","doi":"10.1016/J.CEMCONCOMP.2021.104036","DOIUrl":"https://doi.org/10.1016/J.CEMCONCOMP.2021.104036","url":null,"abstract":"","PeriodicalId":9706,"journal":{"name":"Cement and Concrete Composites","volume":"120 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2021-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"79362845","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 25
Textile-cement bond enhancement: Sprinkle some hydrophilic powder 增强纺织品与水泥的结合:撒一些亲水性粉末
Pub Date : 2021-07-01 DOI: 10.1016/J.CEMCONCOMP.2021.104031
Amr Alatawna, R. Sripada, L. Nahum, Matan Birenboimi, O. Regev, A. Peled
{"title":"Textile-cement bond enhancement: Sprinkle some hydrophilic powder","authors":"Amr Alatawna, R. Sripada, L. Nahum, Matan Birenboimi, O. Regev, A. Peled","doi":"10.1016/J.CEMCONCOMP.2021.104031","DOIUrl":"https://doi.org/10.1016/J.CEMCONCOMP.2021.104031","url":null,"abstract":"","PeriodicalId":9706,"journal":{"name":"Cement and Concrete Composites","volume":"1 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2021-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"72649514","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 5
Bacterial spores as hydrophobizing agents in mortar 砂浆中作为疏水剂的细菌孢子
Pub Date : 2021-07-01 DOI: 10.1016/J.CEMCONCOMP.2021.104002
M. Ertelt, Lea Bubendorfer, C. Grosse, O. Lieleg
{"title":"Bacterial spores as hydrophobizing agents in mortar","authors":"M. Ertelt, Lea Bubendorfer, C. Grosse, O. Lieleg","doi":"10.1016/J.CEMCONCOMP.2021.104002","DOIUrl":"https://doi.org/10.1016/J.CEMCONCOMP.2021.104002","url":null,"abstract":"","PeriodicalId":9706,"journal":{"name":"Cement and Concrete Composites","volume":"102 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2021-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"75806709","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 3
Assessing strain rate sensitivity of cement paste at the micro-scale through micro-cantilever testing 通过微悬臂试验评估水泥浆体在微尺度上的应变速率敏感性
Pub Date : 2021-05-01 DOI: 10.1016/J.CEMCONCOMP.2021.104084
Y. Gan, C. Rodriguez, E. Schlangen, K. van Breugel, B. Šavija
{"title":"Assessing strain rate sensitivity of cement paste at the micro-scale through micro-cantilever testing","authors":"Y. Gan, C. Rodriguez, E. Schlangen, K. van Breugel, B. Šavija","doi":"10.1016/J.CEMCONCOMP.2021.104084","DOIUrl":"https://doi.org/10.1016/J.CEMCONCOMP.2021.104084","url":null,"abstract":"","PeriodicalId":9706,"journal":{"name":"Cement and Concrete Composites","volume":"42 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2021-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"80761775","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 11
Petrographic method to semi-quantify the content of particles with reactive components and residual mortar in ASR-affected fine recycled concrete aggregates 岩石学方法半量化asr影响再生混凝土细骨料中活性组分颗粒和残余砂浆的含量
Pub Date : 2021-05-01 DOI: 10.1016/J.CEMCONCOMP.2021.104003
F. Locati, C. Zega, Gabriela Soledad Coelho dos Santos, S. Marfil, D. Falcone
{"title":"Petrographic method to semi-quantify the content of particles with reactive components and residual mortar in ASR-affected fine recycled concrete aggregates","authors":"F. Locati, C. Zega, Gabriela Soledad Coelho dos Santos, S. Marfil, D. Falcone","doi":"10.1016/J.CEMCONCOMP.2021.104003","DOIUrl":"https://doi.org/10.1016/J.CEMCONCOMP.2021.104003","url":null,"abstract":"","PeriodicalId":9706,"journal":{"name":"Cement and Concrete Composites","volume":"24 1","pages":"104003"},"PeriodicalIF":0.0,"publicationDate":"2021-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"81243807","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 6
Synergistic Effects of Air Content and Supplementary Cementitious Materials in Reducing Damage Caused by Calcium Oxychloride Formation in Concrete 空气含量和补充胶凝材料对降低混凝土中氯化钙形成损伤的协同作用
Pub Date : 2021-04-16 DOI: 10.31224/osf.io/nj47s
N. Hosseinzadeh, P. Suraneni
Pavement damage occurs in cold-region concrete exposed to high concentrations of calcium chloride (CaCl2). The damage is caused by a combination of conventional freeze-thaw damage and the formation of a deleterious phase known as calcium oxychloride from a reaction between CaCl2 and calcium hydroxide in the concrete. Much research has focused on calcium oxychloride mitigation in cement pastes, but not on concrete damage due to calcium oxychloride. In this study, the synergistic roles of air and supplementary cementitious materials (SCMs) in reducing damage in concrete exposed to high concentrations of CaCl2 and freeze-thaw conditions is studied. Concrete mixtures were made with different SCM replacement levels and air contents ranging from 1.8 to 8.0% and immersed in 25% CaCl2 solutions and subject to freeze-thaw cycles (-8 °C to 25 °C) for 600 days. Bulk resistivity and visual assessment of damage were found to be excellent descriptors of the damage progression. Damage was reduced as the SCM content and air content was increased. Mixtures which had 20% SCM and 8% air and mixtures which had 35% SCM and more than 4% air showed strong durability against damage due to calcium oxychloride formation.
路面损坏发生在暴露于高浓度氯化钙(CaCl2)的寒冷地区混凝土中。这种破坏是由传统的冻融破坏和混凝土中CaCl2和氢氧化钙反应形成的有害相氯化钙共同造成的。许多研究都集中在水泥浆中氯氧钙的减缓上,但没有研究氯氧钙对混凝土的损害。在这项研究中,空气和补充胶凝材料(SCMs)在减少混凝土暴露于高浓度CaCl2和冻融条件下的损伤中的协同作用进行了研究。混凝土混合料采用不同的SCM更换水平,空气含量从1.8到8.0%,浸入25%的CaCl2溶液中,进行冻融循环(-8°C到25°C) 600天。体电阻率和损伤目视评估被认为是损伤进展的极好描述符。随着SCM含量和空气含量的增加,伤害降低。含有20% SCM和8%空气的混合物,以及含有35% SCM和超过4%空气的混合物,对氯化钙形成的损害具有很强的耐久性。
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引用次数: 6
Chloride-binding capacity of ternary concretes containing fly ash and untreated sugarcane bagasse ash 含粉煤灰和未处理甘蔗渣粉煤灰三元混凝土的氯化物结合力
Pub Date : 2021-04-05 DOI: 10.1016/J.CEMCONCOMP.2021.104040
V. A. Franco-Luján, J. Mendoza-Rangel, V. Jiménez-Quero, P. Montes-García
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引用次数: 18
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Cement and Concrete Composites
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