{"title":"Early-age mesoscale deformation in lightweight aggregate concrete under different water-to-cement ratios and pretreated methods","authors":"Miao Hong, Dong Lei, Zhaohang Wan, Feipeng Zhu, Pengxiang Bai, Feng Hu","doi":"10.1007/s43452-024-01099-x","DOIUrl":null,"url":null,"abstract":"<div><p>This paper primarily investigates the deformation behavior of lightweight aggregate concrete (LWAC) with lightweight expanded clay aggregate (LECA) at early ages. Comparative experiments were conducted on specimens prepared with pre-wetted and dry aggregates and with different water-to-cement ratios. The digital image correlation (DIC) technique was used to measure deformation and calculate the principal strains on the surface of specimens. The variation of global strains and local strains in mortar and aggregates at early ages were analyzed. The results showed that pre-wetted lightweight aggregates can enhance the effect of internal curing, thereby reducing the early-age shrinkage of concrete, and weakening the discreteness of strain distribution in concrete, thus theoretically reducing the risk of cracking. The minimum principal strains of mortar and aggregates did not exhibit a simultaneous increase and decrease trend, but rather interacted with each other, and reached a dynamic equilibrium with moisture transfer between them. The maximum principal strains of aggregate were significantly greater than those of mortar. The effectiveness of internal curing does not increase linearly with an increase in the water-to-cement ratio, but first increases and then decreases, with the optimal internal curing effect achieved around a water-to-cement ratio of 0.40 at early ages.</p></div>","PeriodicalId":55474,"journal":{"name":"Archives of Civil and Mechanical Engineering","volume":"25 1","pages":""},"PeriodicalIF":4.4000,"publicationDate":"2024-11-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Archives of Civil and Mechanical Engineering","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s43452-024-01099-x","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0
Abstract
This paper primarily investigates the deformation behavior of lightweight aggregate concrete (LWAC) with lightweight expanded clay aggregate (LECA) at early ages. Comparative experiments were conducted on specimens prepared with pre-wetted and dry aggregates and with different water-to-cement ratios. The digital image correlation (DIC) technique was used to measure deformation and calculate the principal strains on the surface of specimens. The variation of global strains and local strains in mortar and aggregates at early ages were analyzed. The results showed that pre-wetted lightweight aggregates can enhance the effect of internal curing, thereby reducing the early-age shrinkage of concrete, and weakening the discreteness of strain distribution in concrete, thus theoretically reducing the risk of cracking. The minimum principal strains of mortar and aggregates did not exhibit a simultaneous increase and decrease trend, but rather interacted with each other, and reached a dynamic equilibrium with moisture transfer between them. The maximum principal strains of aggregate were significantly greater than those of mortar. The effectiveness of internal curing does not increase linearly with an increase in the water-to-cement ratio, but first increases and then decreases, with the optimal internal curing effect achieved around a water-to-cement ratio of 0.40 at early ages.
期刊介绍:
Archives of Civil and Mechanical Engineering (ACME) publishes both theoretical and experimental original research articles which explore or exploit new ideas and techniques in three main areas: structural engineering, mechanics of materials and materials science.
The aim of the journal is to advance science related to structural engineering focusing on structures, machines and mechanical systems. The journal also promotes advancement in the area of mechanics of materials, by publishing most recent findings in elasticity, plasticity, rheology, fatigue and fracture mechanics.
The third area the journal is concentrating on is materials science, with emphasis on metals, composites, etc., their structures and properties as well as methods of evaluation.
In addition to research papers, the Editorial Board welcomes state-of-the-art reviews on specialized topics. All such articles have to be sent to the Editor-in-Chief before submission for pre-submission review process. Only articles approved by the Editor-in-Chief in pre-submission process can be submitted to the journal for further processing. Approval in pre-submission stage doesn''t guarantee acceptance for publication as all papers are subject to a regular referee procedure.