{"title":"Deformation of inclined concrete 3D printing: A computational fluid dynamics analysis","authors":"Hongqian Lian , Tao Ding","doi":"10.1016/j.cemconres.2025.108032","DOIUrl":"10.1016/j.cemconres.2025.108032","url":null,"abstract":"<div><div>Current extrusion-based 3D printing technologies for concrete are ill suited for constructing complex geometric structures featuring curved or inclined surfaces. In this study, one 3D concrete printing model based on computational fluid dynamics (CFD) was established. The concrete fluid model was simulated via the Bingham rheological model. After validating the model's accuracy through experimental data, the effects of variables such as the inclination angle, printing speed, and layer height on the deformation of 3D printed concrete structures with inclined angles was investigated. Our findings reveal that both the layer height and inclination angle exert the most significant influence on the deformation and stability of concrete structures, whereas increasing the printing speed exacerbates deformation. Within the parameter range explored in this study, an increase in the inclination angle markedly enhances the deformation of the concrete structure. Furthermore, reducing the layer height substantially mitigates deformation and improves structural stability.</div></div>","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"199 ","pages":"Article 108032"},"PeriodicalIF":13.1,"publicationDate":"2025-09-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"144987636","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"In-situ observations of tricalcium silicate formation in modified electric arc furnace slag under different temperature regimes","authors":"Mingrui Yang, Zhiming Yan, Zushu Li","doi":"10.1016/j.cemconres.2025.108035","DOIUrl":"10.1016/j.cemconres.2025.108035","url":null,"abstract":"<div><div>Electric Arc Furnace (EAF) steelmaking slag is a significant byproduct generated during EAF steelmaking and utilizing EAF slag for cement clinker production potentially offers both economic and environmental benefits. The formation of tricalcium silicate (C<sub>3</sub>S - 3CaO∙SiO<sub>2</sub>) in EAF slag, the principal hydration phase in Portland cement clinker, plays a critical role in enabling the utilization of EAF slag for cement production. In this study, we conducted in-situ observations of C<sub>3</sub>S formation and slag crystallization in modified EAF slags under varying temperature regimes. The results indicated that rapid cooling from 1600 °C to room temperature at a cooling rate of -1500 K/min °C led to the formation of a layered structure consisting of dicalcium silicate (C<sub>2</sub>S) and a calcium ferrite (CF) based slag. The process of C<sub>3</sub>S crystal growth was observed under both isothermal and non-isothermal conditions. Under isothermal condition with low degree of undercooling, the C<sub>3</sub>S crystals predominantly formed equiaxed shapes, whereas higher undercooling levels promoted the development of dendrites C<sub>3</sub>S. The growth of C<sub>3</sub>S crystals is accompanied by the transformation of C<sub>2</sub>S via the reaction: C<sub>2</sub>S (s) + CaO (l) → C<sub>3</sub>S (s). Extending the holding time at 1600 °C enhanced C<sub>3</sub>S nucleation, resulting in a higher C<sub>3</sub>S content in the slag.</div></div>","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"199 ","pages":"Article 108035"},"PeriodicalIF":13.1,"publicationDate":"2025-09-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"144987633","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Di Yu , Jie Li , Mengxia Xu , Jun He , Bo Li , Yin Wang
{"title":"Conversion of hazardous waste into calcium sulfoaluminate cement: effect of alkalinity modulus on mineral composition and Fe2O3 incorporation in Ye'elimite","authors":"Di Yu , Jie Li , Mengxia Xu , Jun He , Bo Li , Yin Wang","doi":"10.1016/j.cemconres.2025.108028","DOIUrl":"10.1016/j.cemconres.2025.108028","url":null,"abstract":"<div><div>The production of calcium sulfoaluminate (CSA) cement using hazardous wastes can enhance its sustainability and economic benefits. Incorporating Fe<sub>2</sub>O<sub>3</sub> into ye'elimite can reduce the Al<sub>2</sub>O<sub>3</sub> demand in waste-based CSA cement, while the influence of alkalinity modulus (Cm) on this incorporation remains unclear. This study synthesised CSA cement clinker from hazardous wastes with varying Cm. Results show that forming inert phases like C<sub>2</sub>AS and Fe<sub>2</sub>SiO<sub>4</sub> hinders the synthesis of hydraulically active minerals, requiring a higher Cm of 1.10 to attain the highest 28-day compressive strength of 76.4 MPa. Additionally, increasing Cm reduces the Fe/(Al + Fe) ratio in ye'elimite, particularly in low-aluminium clinkers. This contributes to the transformation of C<sub>4</sub>A<sub>3</sub><span><math><mover><mi>S</mi><mo>¯</mo></mover></math></span>-o to C<sub>4</sub>A<sub>3</sub><span><math><mover><mi>S</mi><mo>¯</mo></mover></math></span>-c and the slowed hydration. However, facilitated ye'elimite formation under higher Cm and increased Al<sub>2</sub>O<sub>3</sub> content in feedstock leads to more Fe<sub>2</sub>O<sub>3</sub> being incorporated into ye'elimite. This study provides guidance on regulating Fe<sub>2</sub>O<sub>3</sub> incorporation in the production of waste-based CSA cement clinker.</div></div>","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"199 ","pages":"Article 108028"},"PeriodicalIF":13.1,"publicationDate":"2025-09-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"144930577","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
A. Mishra , P. Carrara , M. Griffa , L. De Lorenzis
{"title":"Fracture in concrete: X-ray tomography with in-situ testing, digital volume correlation and phase-field modeling","authors":"A. Mishra , P. Carrara , M. Griffa , L. De Lorenzis","doi":"10.1016/j.cemconres.2025.108012","DOIUrl":"10.1016/j.cemconres.2025.108012","url":null,"abstract":"<div><div>We test and simulate the mesoscopic cracking behavior of specimens made of a standard concrete mixture. To this end, we combine stable wedge-splitting fracture experiments performed during X-ray tomography, their analysis with digital volume correlation providing the full three-dimensional displacement field, and phase-field cohesive fracture modeling. In our computations, we apply the measured boundary conditions and model the actual heterogeneous material structure at the mesoscopic scale. Within the phase-field model, we explicitly distinguish among (thus individually represent) the mesostructural features of distinct material phases with size above a threshold of 1 mm, while we homogenize pores and finer aggregates below this threshold within the cementitious mortar matrix, with material parameters characterized accordingly. We compare experimental and numerical results in terms of both local and global quantities.</div></div>","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"199 ","pages":"Article 108012"},"PeriodicalIF":13.1,"publicationDate":"2025-09-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"144930574","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Yuan Feng , Lingyan Zhang , Dingqiang Fan , Kangning Liu , Rui Yu
{"title":"A transfer learning-driven paradigm for understanding cryogenic freezing mechanisms in low water/binder cement-based composites","authors":"Yuan Feng , Lingyan Zhang , Dingqiang Fan , Kangning Liu , Rui Yu","doi":"10.1016/j.cemconres.2025.108027","DOIUrl":"10.1016/j.cemconres.2025.108027","url":null,"abstract":"<div><div>Data scarcity and dispersion constrain the accurate assessment of cryogenic concrete performance and impede the investigation of its microstructural evolution. This study first developed a physics-informed transfer learning framework to predict low water/binder cement-based composites (LWCC) behavior across a wide temperature range and reveal coupled macro–micro freezing mechanisms. The results demonstrated that transfer learning, by integrating hydration and freezing features, effectively overcame data scarcity and enabled accurate prediction of LWCC low-temperature performance (R<sup>2</sup> > 0.90). The model exhibited self-adaptive capability, extending its applicable temperature range to be extended from the training range of 0 to −80°C down to −196°C. Based on the data-driven model, a freezing model was proposed, identifying strength gain, damage–densification balance, secondary strengthening, and interfacial debonding stages, with transitions influenced by w/b ratio and solid skeleton structure. This work achieves AI-driven precise prediction of cryogenic concrete, offering insights into material design and freezing mechanisms under extreme conditions.</div></div>","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"199 ","pages":"Article 108027"},"PeriodicalIF":13.1,"publicationDate":"2025-08-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"144913966","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Jiawei Wang , Ruoxi Yang , Paula Sanz-Camacho , Mathieu Duttine , Thomas Huthwelker , Jiaqi Li
{"title":"Aluminum incorporation lowers the intrinsic mechanical properties of single-chain calcium silicate hydrate","authors":"Jiawei Wang , Ruoxi Yang , Paula Sanz-Camacho , Mathieu Duttine , Thomas Huthwelker , Jiaqi Li","doi":"10.1016/j.cemconres.2025.108026","DOIUrl":"10.1016/j.cemconres.2025.108026","url":null,"abstract":"<div><div>In blended cement systems, the principal hydration product is calcium (alumino) silicate hydrate (C-(A-)S-H). The investigation into how aluminum incorporation affects its mechanical properties is essential for optimizing the formulation and properties of cementitious materials. This study employs high-pressure X-ray diffraction to explore the intrinsic mechanical properties of nanocrystalline single-chain C-A-S-H (Ca-to-Si ratio 1.6), resembling chemical compositions of C-A-S-H in blended cement systems. Increasing aluminum incorporation softens all unit cell axes, with basal planar incompressibility governed by the aluminum coordination number, showing an increasing order of Al(IV) < Al(VI) < Al(V). The softening of the basal plane arises from the longer Al<img>O bond length relative to Si<img>O bond, and the different distortion indexes in AlO<sub><em>x</em></sub> polyhedra. The hydrogen bond numbers and angles relative to the basal plane within per unit cell influence the basal planar incompressibility of single-chain C-A-S-H. Aluminum-uptake-induced expansion in basal space contributes to a softened <em>c</em>-axis.</div></div>","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"199 ","pages":"Article 108026"},"PeriodicalIF":13.1,"publicationDate":"2025-08-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"144903706","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Impact of calcination time on metakaolin morphology and enhancement of pozzolanic reactivity: Insights from in situ TEM","authors":"Tausif E Elahi , Pablo Romero , Nishant Garg","doi":"10.1016/j.cemconres.2025.108022","DOIUrl":"10.1016/j.cemconres.2025.108022","url":null,"abstract":"<div><div>Metakaolin reactivity is a function of both the calcination temperature and time. While significant literature exists on temperature-induced changes, studies on the time parameter are limited. Especially, what happens at the particle scale during calcination is unknown. Here, we shed light on this issue by observing kaolin particles on a live heated stage <em>via in situ</em> TEM. We find that individual kaolin particles undergo a layer thinning of ~15 nm as well as an area reduction of 2–5 %. R<sup>3</sup> tests reveal an enhancement in reactivity as a function of calcination time (10 to 40 min of calcination leads to an increase of 850 to 950 J/g in 7d cumulative heat). These two phenomena - the morphological changes and the reactivity test results follow a similar exponential trend, which saturates at ~40 min. These results suggest that prolonged calcination times impact particle morphology, which has a strong correlation with clay reactivity.</div></div>","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"199 ","pages":"Article 108022"},"PeriodicalIF":13.1,"publicationDate":"2025-08-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"144896144","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Chen Li , Qiaomu Zheng , Bo Liu , Jiaqi Li , Weihao Zhu , Yuan Fang , Kaiming Peng , Zuhua Zhang , Zhengwu Jiang
{"title":"Effect of alumina on the carbonation reactivity of calcium aluminosilicate glasses","authors":"Chen Li , Qiaomu Zheng , Bo Liu , Jiaqi Li , Weihao Zhu , Yuan Fang , Kaiming Peng , Zuhua Zhang , Zhengwu Jiang","doi":"10.1016/j.cemconres.2025.108023","DOIUrl":"10.1016/j.cemconres.2025.108023","url":null,"abstract":"<div><div>Reactivity of silicate glasses, the main component of industrial byproducts such as blast furnace slag and yellow phosphorus slag, is highly linked with their chemical and nano-structural properties. To provide insights on the viability of such materials for use in CO<sub>2</sub> mineralization, this study highlights the role of Al<sub>2</sub>O<sub>3</sub> in the carbonation of synthetic CaO·Al<sub>2</sub>O<sub>3</sub>·SiO<sub>2</sub> glasses. The incorporation of Al<sub>2</sub>O<sub>3</sub> impedes the carbonation reaction by modifying the glass structure at multiple length scales. At the atomic scale, the formation of [AlO<sub>4</sub>]<sup>−</sup> removes the non-bridging oxygens which serve as sites for Ca<sup>2+</sup>/H<sup>+</sup> exchange, and disrupts the Ca<sup>2+</sup> channels by clustering with [SiO<sub>4</sub>] in the Q<sup>4</sup> state. At the nanoscale, phase-separated regions were observed particularly in high-Al glasses. During carbonation (when pH = 6), the Al species re-adsorbed on the surface of glass particles preferentially to Ca<sup>2+</sup>. This effect hinders the heterogeneous nucleation and thus the morphology of CaCO<sub>3</sub> precipitated on glass particles.</div></div>","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"199 ","pages":"Article 108023"},"PeriodicalIF":13.1,"publicationDate":"2025-08-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"144887311","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Yuxi Cai , Pan Feng , Xin Liu , Xuyan Shen , Barbara Lothenbach
{"title":"Simultaneous formation and decomposition of calcium silicate hydrate under carbonation in water","authors":"Yuxi Cai , Pan Feng , Xin Liu , Xuyan Shen , Barbara Lothenbach","doi":"10.1016/j.cemconres.2025.108021","DOIUrl":"10.1016/j.cemconres.2025.108021","url":null,"abstract":"<div><div>Carbonation curing captures CO<sub>2</sub> while rapidly gaining strength, as calcium silicate hydrate (C-S-H) precipitates and carbonates simultaneously. The simultaneous formation and decomposition of C-S-H under carbonation was investigated systematically in C-S-H suspensions at an initial pH of 13.5. Four distinct periods were observed: initial carbonation, rapid decomposition, slow ongoing and quasi-stable period. During the initial time, large quantities of C-S-H formed at maintained high pH, Subsequently, calcium in the liquid and C-S-H interlayer was consumed. With Ca/Si decreased to below 0.78, the rapid decomposition period proceeded with the decomposition of main layer, while silicate chains dissolved. Silica gel is formed in the slow ongoing period with pH < 11.0, which dominates with calcium carbonate in the quasi-stable period at a stable pH of 10, remaining small amount of residual C-S-H. Understanding the simultaneous formation and carbonation process of C-S-H contributes to understanding the microstructural evolution of cements during carbonation curing.</div></div>","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"199 ","pages":"Article 108021"},"PeriodicalIF":13.1,"publicationDate":"2025-08-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"144887310","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Unravelling thermal conduction mechanisms in microwave-cured cement-based composites: Transform from phonon- to electron-based conduction channels driven by nano carbon black","authors":"Wangyang Xu , Dingqiang Fan , Rui Yu","doi":"10.1016/j.cemconres.2025.108013","DOIUrl":"10.1016/j.cemconres.2025.108013","url":null,"abstract":"<div><div>Microwave curing offers energy-efficient concrete treatment, but inherent thermal non-uniformity causes microstructural deterioration and potential explosion due to phonon-dominated thermal conduction. This study introduces nano carbon black (nCB) to construct electron-based conductive pathways for enhancing thermal uniformity, while clarifying the synergistic microwave-hydration mechanisms. The incorporation of nCB improved microwave absorption and constructed thermal channels within concrete, thereby promoting uniform heat distribution and increasing early-age strength by ∼70 %. Moreover, nCB-optimized microwave curing accelerated hydration, promoting C-S-H gel polymerization and modifying crystalline phases like ettringite and portlandite. Multiphysics simulations demonstrated that suitable nCB content enhanced microwave thermal conduction through constructed thermal channels, despite the inherent non-uniformity of electromagnetic fields. The dominant thermal conduction mechanism shifted from phonon- to electron-based conduction by incorporating nCB, driven by synergistic effects of dipole polarization, interfacial polarization, and conduction loss. This work offers a new strategy for optimizing microwave-curing behavior through nanoscale thermal design in cement-based composites.</div></div>","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"199 ","pages":"Article 108013"},"PeriodicalIF":13.1,"publicationDate":"2025-08-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"144865986","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}