Article(id=1320122992319910436, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1320122987781673454, articleNumber=null, orderNo=null, doi=10.14062/j.issn.0454-5648.20260307, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1778256000000, receivedDateStr=2026-05-09, revisedDate=1780502400000, revisedDateStr=2026-06-04, acceptedDate=null, acceptedDateStr=null, onlineDate=1792671448068, onlineDateStr=2026-10-22, pubDate=1785254400000, pubDateStr=2026-07-29, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1792671448068, onlineIssueDateStr=2026-10-22, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1792671448068, creator=13701087609, updateTime=1792671448068, updator=13701087609, issue=Issue{id=1320122987781673454, tenantId=1146029695717560320, journalId=1263187385517883426, year='2026', volume='54', issue='10', pageStart='3315', pageEnd='3812', issueExtLink='null', onlineDate='null', pubDate='1792425600000', pubDateStr='2026-10-20', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=1, specialIssue=null, createTime=1792671446986, creator='13701087609', updateTime=1792720523418, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1320328829357375869, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1320122987781673454, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1320328829357375870, tenantId=1146029695717560320, journalId=1263187385517883426, issueId=1320122987781673454, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=3328, endPage=3344, ext={EN=ArticleExt(id=1320122992550597157, articleId=1320122992319910436, tenantId=1146029695717560320, journalId=1263187385517883426, language=EN, title=Physics-Driven and Data-Correction Synergistic Model for Hydration Heat Prediction of Composite Cementitious Materials, columnId=1320122989312586697, journalTitle=Journal of the Chinese Ceramic Society, columnName=Special Issue on Key Inorganic Non-metallic Materials for Intelligent Construction at the 28th Annual Meeting of the China Association for Science and Technology–AI-Driven Innovation in Cement-Based Materials-Research Articles, runingTitle=null, highlight=null, articleAbstract=
Introduction

Hydration heat prediction is important for mixture design, thermal control, and early-age cracking risk assessment for cement-based materials. The increasing use of supplementary cementitious materials (SCMs) and chemical admixtures in low-carbon concrete has made hydration behavior more complex, while conventional empirical or simplified analytical models have difficulty describing multicomponent heat release. Therefore, this study develops a general model for predicting cumulative hydration heat directly from mixture composition.

Methods

A database of 219 cumulative hydration heat curves and 13 048 data points was compiled from 33 published isothermal calorimetry studies, covering ordinary Portland cement and blends with fly ash, ground granulated blast-furnace slag, and silica fume. The input features included water-to-binder ratio, component fractions, oxide compositions, specific surface area, and loss on ignition. Hydration kinetic equations, including the Schindler-Folliard, Krstulovic-Dabic, and Knudsen equations, were embedded into neural networks as physical priors. The framework consisted of a physical-parameter prediction branch, a physical-equation layer, and a residual-correction branch, enabling end-to-end physics-driven prediction with data correction. Ten model variants were trained and compared under identical experimental settings.

Results and discussion

SFQmaxDecompNet achieved the best overall performance, with a test R2 of 0.962, a generalization gap of 0.018, and 94% of test curves reaching R2≥0.9. Its component-wise decomposition of Qmax better represented the different heat-release potentials of cement, FA, GGBS, and SF. KD-B ranked second (R2 = 0.937), benefiting from its two-peak representation of early cement hydration and delayed SCM reactions. In contrast, KD-C had seven physical parameters but reached only R2 = 0.868, showing that model performance depended more on the consistency between physical assumptions and data characteristics than on the number of parameters alone. PureNN reached R2 = 0.874, lower than several physics-embedded models.

Data-efficiency tests showed that physical priors reduced the dependence on training data. When only 30% of the training curves (45 curves) were used, SFQmaxDecompNet still achieved R2=0.571, whereas PureNN degraded nearly completely. The physics branch dominated under limited data, while the residual branch provided local corrections when data were sufficient. Interpretability analyses further showed that Qmax represented the total heat potential, τ reflected the hydration time scale, and β described the concentration of heat release. Permutation importance and ALE analyses identified cement content as the dominant output feature, followed by FA, GGBS, FA-CaO, W/B, and SF. The temporal ALE trends of Q and dQ/dt were consistent with the delayed reactions of FA and GGBS and the early promoting effect of SF.

Conclusions

The proposed physics-driven and data-correction synergistic neural network provides accurate and interpretable hydration heat prediction of composite cementitious materials. Embedding hydration kinetic equations as inductive biases improves generalization, suppresses non-physical oscillations, and enhances robustness under small-sample conditions. This framework provides a useful route for mixture design, thermal analysis, and early-age crack-risk control in low-carbon cement-based materials.

, authors=Qiang YUAN1, 2, Rui XIA1, 2, Yi LIU1, 2, Jialu MA1, 2, Jun WU3, authorsList=Qiang YUAN, Rui XIA, Yi LIU, Jialu MA, Jun WU, authorCompany=null, correspAuthors=null, authorNote=

YUAN Qiang (1981-), male, Ph.D., Professor. E-mail:

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复合胶凝材料是现代混凝土的基本特征,其水化热的精准预测对混凝土抗裂及强度发展调控具有重要意义。本工作提出一种物理驱动与数据修正协同的水化热预测模型,将S-F方程、Krstulović-Dabić模型等水化动力学方程作为物理先验嵌入神经网络前向传播路径,通过物理参数预测分支与残差修正分支协同实现“物理驱动+数据修正”的水化热曲线端到端建模。结果表明,所提出的SFQmaxDecompNet模型在预测精度、泛化能力和稳健性方面均优于纯数据驱动模型,将水化动力学方程作为归纳偏置嵌入神经网络,是实现水化热预测精度与可解释性协同提升的有效途径。

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元强(1981-),男,博士,教授。

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基于物理驱动与数据修正协同的复合胶凝材料水化热预测模型
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元强 1, 2 , 夏瑞 1, 2 , 刘易 1, 2 , 马嘉璐 1, 2 , 伍军 3
硅酸盐学报 | 第二十八届中国科协年会智能建造关键无机非金属材料–AI驱动水泥基材料创新专题-研究论文 2026,54(10): 3328-3344
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硅酸盐学报 |第二十八届中国科协年会智能建造关键无机非金属材料–AI驱动水泥基材料创新专题-研究论文 2026 , 54 (10) : 3328 -3344
基于物理驱动与数据修正协同的复合胶凝材料水化热预测模型
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元强1, 2 , 夏瑞1, 2, 刘易1, 2, 马嘉璐1, 2, 伍军3
作者信息
  • 1.中南大学土木工程学院,长沙 410075
  • 2.高速铁路建造技术国家工程研究中心,长沙 410075
  • 3.中国中铁股份有限公司,北京 100039
作者简介:

元强(1981-),男,博士,教授。

Physics-Driven and Data-Correction Synergistic Model for Hydration Heat Prediction of Composite Cementitious Materials
Qiang YUAN1, 2 , Rui XIA1, 2, Yi LIU1, 2, Jialu MA1, 2, Jun WU3
Affiliations
  • 1.School of Civil Engineering, Central South University, Changsha 410075, China
  • 2.National Engineering Research Center for High-speed Railway Construction Technology, Changsha 410075, China
  • 3.China Railway Group Limited, Beijing 100039, China
  • YUAN Qiang (1981-), male, Ph.D., Professor. E-mail:

出版时间: 2026-07-29 doi: 10.14062/j.issn.0454-5648.20260307
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复合胶凝材料是现代混凝土的基本特征,其水化热的精准预测对混凝土抗裂及强度发展调控具有重要意义。本工作提出一种物理驱动与数据修正协同的水化热预测模型,将S-F方程、Krstulović-Dabić模型等水化动力学方程作为物理先验嵌入神经网络前向传播路径,通过物理参数预测分支与残差修正分支协同实现“物理驱动+数据修正”的水化热曲线端到端建模。结果表明,所提出的SFQmaxDecompNet模型在预测精度、泛化能力和稳健性方面均优于纯数据驱动模型,将水化动力学方程作为归纳偏置嵌入神经网络,是实现水化热预测精度与可解释性协同提升的有效途径。

复合胶凝材料  /  水化热  /  物理嵌入神经网络  /  水化动力学方程  /  残差修正  /  可解释性
Introduction

Hydration heat prediction is important for mixture design, thermal control, and early-age cracking risk assessment for cement-based materials. The increasing use of supplementary cementitious materials (SCMs) and chemical admixtures in low-carbon concrete has made hydration behavior more complex, while conventional empirical or simplified analytical models have difficulty describing multicomponent heat release. Therefore, this study develops a general model for predicting cumulative hydration heat directly from mixture composition.

Methods

A database of 219 cumulative hydration heat curves and 13 048 data points was compiled from 33 published isothermal calorimetry studies, covering ordinary Portland cement and blends with fly ash, ground granulated blast-furnace slag, and silica fume. The input features included water-to-binder ratio, component fractions, oxide compositions, specific surface area, and loss on ignition. Hydration kinetic equations, including the Schindler-Folliard, Krstulovic-Dabic, and Knudsen equations, were embedded into neural networks as physical priors. The framework consisted of a physical-parameter prediction branch, a physical-equation layer, and a residual-correction branch, enabling end-to-end physics-driven prediction with data correction. Ten model variants were trained and compared under identical experimental settings.

Results and discussion

SFQmaxDecompNet achieved the best overall performance, with a test R2 of 0.962, a generalization gap of 0.018, and 94% of test curves reaching R2≥0.9. Its component-wise decomposition of Qmax better represented the different heat-release potentials of cement, FA, GGBS, and SF. KD-B ranked second (R2 = 0.937), benefiting from its two-peak representation of early cement hydration and delayed SCM reactions. In contrast, KD-C had seven physical parameters but reached only R2 = 0.868, showing that model performance depended more on the consistency between physical assumptions and data characteristics than on the number of parameters alone. PureNN reached R2 = 0.874, lower than several physics-embedded models.

Data-efficiency tests showed that physical priors reduced the dependence on training data. When only 30% of the training curves (45 curves) were used, SFQmaxDecompNet still achieved R2=0.571, whereas PureNN degraded nearly completely. The physics branch dominated under limited data, while the residual branch provided local corrections when data were sufficient. Interpretability analyses further showed that Qmax represented the total heat potential, τ reflected the hydration time scale, and β described the concentration of heat release. Permutation importance and ALE analyses identified cement content as the dominant output feature, followed by FA, GGBS, FA-CaO, W/B, and SF. The temporal ALE trends of Q and dQ/dt were consistent with the delayed reactions of FA and GGBS and the early promoting effect of SF.

Conclusions

The proposed physics-driven and data-correction synergistic neural network provides accurate and interpretable hydration heat prediction of composite cementitious materials. Embedding hydration kinetic equations as inductive biases improves generalization, suppresses non-physical oscillations, and enhances robustness under small-sample conditions. This framework provides a useful route for mixture design, thermal analysis, and early-age crack-risk control in low-carbon cement-based materials.

composite cementitious materials  /  hydration heat  /  physics-embedded neural network  /  hydration kinetics  /  residual correction  /  interpretability
元强, 夏瑞, 刘易, 马嘉璐, 伍军. 基于物理驱动与数据修正协同的复合胶凝材料水化热预测模型. 硅酸盐学报, 2026 , 54 (10) : 3328 -3344 . DOI: 10.14062/j.issn.0454-5648.20260307
Qiang YUAN, Rui XIA, Yi LIU, Jialu MA, Jun WU. Physics-Driven and Data-Correction Synergistic Model for Hydration Heat Prediction of Composite Cementitious Materials[J]. Journal of the Chinese Ceramic Society, 2026 , 54 (10) : 3328 -3344 . DOI: 10.14062/j.issn.0454-5648.20260307
  • 国家自然科学基金面上项目(52378278)
  • 中国中铁股份有限公司科技研究开发计划项目(2023-重大-08)
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2026年第54卷第10期
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doi: 10.14062/j.issn.0454-5648.20260307
  • 接收时间:2026-05-09
  • 首发时间:2026-10-22
  • 出版时间:2026-07-29
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  • 收稿日期:2026-05-09
  • 修回日期:2026-06-04
基金
国家自然科学基金面上项目(52378278)
中国中铁股份有限公司科技研究开发计划项目(2023-重大-08)
作者信息
    1.中南大学土木工程学院,长沙 410075
    2.高速铁路建造技术国家工程研究中心,长沙 410075
    3.中国中铁股份有限公司,北京 100039
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2种不同金属材料的力学参数
科
Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)
属
Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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