Pub Date : 2019-11-01DOI: 10.1016/J.CEMCONCOMP.2019.103350
Li Li, M. Cao, Hong Yin
{"title":"Comparative roles between aragonite and calcite calcium carbonate whiskers in the hydration and strength of cement paste","authors":"Li Li, M. Cao, Hong Yin","doi":"10.1016/J.CEMCONCOMP.2019.103350","DOIUrl":"https://doi.org/10.1016/J.CEMCONCOMP.2019.103350","url":null,"abstract":"","PeriodicalId":9706,"journal":{"name":"Cement and Concrete Composites","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2019-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"83113258","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}
Pub Date : 2019-11-01DOI: 10.1016/J.CEMCONCOMP.2019.103382
J. A. Bogas, A. Carriço, J. Pontes
{"title":"Influence of cracking on the capillary absorption and carbonation of structural lightweight aggregate concrete","authors":"J. A. Bogas, A. Carriço, J. Pontes","doi":"10.1016/J.CEMCONCOMP.2019.103382","DOIUrl":"https://doi.org/10.1016/J.CEMCONCOMP.2019.103382","url":null,"abstract":"","PeriodicalId":9706,"journal":{"name":"Cement and Concrete Composites","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2019-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"83809040","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}
Pub Date : 2019-11-01DOI: 10.1016/J.CEMCONCOMP.2019.103389
Dooyeol Yoo, N. Banthia
{"title":"Impact resistance of fiber-reinforced concrete – A review","authors":"Dooyeol Yoo, N. Banthia","doi":"10.1016/J.CEMCONCOMP.2019.103389","DOIUrl":"https://doi.org/10.1016/J.CEMCONCOMP.2019.103389","url":null,"abstract":"","PeriodicalId":9706,"journal":{"name":"Cement and Concrete Composites","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2019-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"89300692","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}
Pub Date : 2019-07-09DOI: 10.1016/J.CEMCONCOMP.2019.103365
J. C. Mendes, R. Barreto, A. C. de Paula, F. Elói, G. Brigolini, R. A. F. Peixoto
{"title":"On the relationship between morphology and thermal conductivity of cement-based composites","authors":"J. C. Mendes, R. Barreto, A. C. de Paula, F. Elói, G. Brigolini, R. A. F. Peixoto","doi":"10.1016/J.CEMCONCOMP.2019.103365","DOIUrl":"https://doi.org/10.1016/J.CEMCONCOMP.2019.103365","url":null,"abstract":"","PeriodicalId":9706,"journal":{"name":"Cement and Concrete Composites","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2019-07-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"86756298","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}
Abstract High-strength concrete structures are prone to cracking due to the large tensile stress induced by the restrained deformation. Creep can efficiently relax such stress, thus reducing the crack risk. Concrete structures may be subjected to multiaxial stress when the shrinkage deformation is restrained, however, the multiaxial creep property of early-age concrete is still far from clear. This study employed restrained ring test to investigate the basic creep property of high-strength concrete under biaxial tensile-compressive stress condition at early ages. A finite element analysis based-method was proposed to retrieve the biaxial creep of concrete based on the measured strain of the steel ring. The uniaxial tensile and compressive creep properties of high-strength concrete were also measured at different ages including 1, 7, and 28 days, which were compared with that obtained from the restrained ring test. The results show that concrete creep under both uniaxial and biaxial stress conditions decreases with increasing loading age. However, the creep under the biaxial tensile-compressive stress condition is only about 54–63% (41–75%) of that under the uniaxial tensile (compressive) stress condition, suggesting that stress condition is a key factor that affects the creep property of high-strength concrete at early ages. The findings in this study can provide new insight into the creep effect on the restrained stress calculation and crack risk assessment of the high-strength concrete structures.
{"title":"Biaxial creep of high-strength concrete at early ages assessed from restrained ring test","authors":"S. Liang","doi":"10.21012/fc10.235416","DOIUrl":"https://doi.org/10.21012/fc10.235416","url":null,"abstract":"Abstract High-strength concrete structures are prone to cracking due to the large tensile stress induced by the restrained deformation. Creep can efficiently relax such stress, thus reducing the crack risk. Concrete structures may be subjected to multiaxial stress when the shrinkage deformation is restrained, however, the multiaxial creep property of early-age concrete is still far from clear. This study employed restrained ring test to investigate the basic creep property of high-strength concrete under biaxial tensile-compressive stress condition at early ages. A finite element analysis based-method was proposed to retrieve the biaxial creep of concrete based on the measured strain of the steel ring. The uniaxial tensile and compressive creep properties of high-strength concrete were also measured at different ages including 1, 7, and 28 days, which were compared with that obtained from the restrained ring test. The results show that concrete creep under both uniaxial and biaxial stress conditions decreases with increasing loading age. However, the creep under the biaxial tensile-compressive stress condition is only about 54–63% (41–75%) of that under the uniaxial tensile (compressive) stress condition, suggesting that stress condition is a key factor that affects the creep property of high-strength concrete at early ages. The findings in this study can provide new insight into the creep effect on the restrained stress calculation and crack risk assessment of the high-strength concrete structures.","PeriodicalId":9706,"journal":{"name":"Cement and Concrete Composites","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2019-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"90202218","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}
Pub Date : 2019-05-01DOI: 10.1016/J.CEMCONCOMP.2019.03.021
Weina Meng, Aditya Kumar, K. Khayat
{"title":"Effect of silica fume and slump-retaining polycarboxylate-based dispersant on the development of properties of portland cement paste","authors":"Weina Meng, Aditya Kumar, K. Khayat","doi":"10.1016/J.CEMCONCOMP.2019.03.021","DOIUrl":"https://doi.org/10.1016/J.CEMCONCOMP.2019.03.021","url":null,"abstract":"","PeriodicalId":9706,"journal":{"name":"Cement and Concrete Composites","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2019-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"90414146","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}
Pub Date : 2019-05-01DOI: 10.1016/J.CEMCONCOMP.2019.03.009
Jichun Xiang, Leping Liu, Yan He, Zhang Ning, X. Cui
{"title":"Early mechanical properties and microstructural evolution of slag/metakaolin-based geopolymers exposed to karst water","authors":"Jichun Xiang, Leping Liu, Yan He, Zhang Ning, X. Cui","doi":"10.1016/J.CEMCONCOMP.2019.03.009","DOIUrl":"https://doi.org/10.1016/J.CEMCONCOMP.2019.03.009","url":null,"abstract":"","PeriodicalId":9706,"journal":{"name":"Cement and Concrete Composites","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2019-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"77271620","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}
Pub Date : 2019-05-01DOI: 10.1016/J.CEMCONCOMP.2019.03.004
A. Kashani, T. Ngo, A. Hajimohammadi
{"title":"Effect of recycled glass fines on mechanical and durability properties of concrete foam in comparison with traditional cementitious fines","authors":"A. Kashani, T. Ngo, A. Hajimohammadi","doi":"10.1016/J.CEMCONCOMP.2019.03.004","DOIUrl":"https://doi.org/10.1016/J.CEMCONCOMP.2019.03.004","url":null,"abstract":"","PeriodicalId":9706,"journal":{"name":"Cement and Concrete Composites","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2019-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"85304813","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}
Pub Date : 2019-05-01DOI: 10.1016/J.CEMCONCOMP.2019.03.022
Linzhi Li, Z. Cai, Kequan Yu, Y. Zhang, Yao Ding
{"title":"Corrigendum to “Performance-based design method of SHCC with compressive strength from 40 to 120 MPa” [Cement and concrete composite, 97 (2019) 202–217]","authors":"Linzhi Li, Z. Cai, Kequan Yu, Y. Zhang, Yao Ding","doi":"10.1016/J.CEMCONCOMP.2019.03.022","DOIUrl":"https://doi.org/10.1016/J.CEMCONCOMP.2019.03.022","url":null,"abstract":"","PeriodicalId":9706,"journal":{"name":"Cement and Concrete Composites","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2019-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"91491326","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}
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