再生混凝土棱柱体与立方体抗压强度关系模型  

Model for the Relationship between Prism and Cube Compressive Strengths of Recycled Aggregate Concrete

作　　者：高文昌 张欢 耿悦[1,2,3] 杨华[1,2] GAO Wenchang;ZHANG Huan;GENG Yue;YANG Hua(School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China;Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education,Harbin Institute of Technology,Harbin 150090,China;Guangdong Provincial Key Laboratory of Modern Civil Engineering Technology,South China University of Technology,Guangzhou 510641,China)

机构地区：[1]哈尔滨工业大学土木工程学院,黑龙江哈尔滨150090 [2]哈尔滨工业大学结构工程灾变与控制教育部重点实验室,黑龙江哈尔滨150090 [3]华南理工大学广东省现代土木工程技术重点实验室,广东广州510641

出　　处：《建筑材料学报》2022年第11期1121-1127,共7页Journal of Building Materials

基　　金：国家自然科学基金资助项目(52108128);广东省现代土木工程技术重点实验室项目(2021B1212040003)。

摘　　要：再生混凝土棱柱体与立方体抗压强度之间的关系显著异于普通混凝土,而现有模型预测精度较低、离散性较高.为此,搜集并分析了文献中139组试验数据,研究了再生骨料取代率、吸水率与二者耦合效应对再生混凝土强度的显著影响,提出了再生混凝土棱柱体与立方体抗压强度关系模型,模型预测结果变异系数仅为5.4%.为方便使用,基于骨料分类,进一步简化了该模型.模型分析结果表明其不确定性服从正态分布,且与关键参数无关,采用该模型进行结构可靠度分析时可忽略其相关性.The relationship between the prism and cube compressive strengths of recycled aggregate concrete is significantly different from that of normal aggregate concrete.However,the prediction accuracy of existing models is relatively low and the discrepancy between predicted results of these models is relatively high.139 groups of test data in literatures were collected and analyzed,and the significant influences of the replacement ratio,water absorption ratio and the compounding effect between these two parameters were disclosed.A model for the relationship between the prism and cube compressive strengths of recycled aggregate concrete was proposed,with the coefficient of variation being only 5.4%.For the convenience of usage,a simplified calculation model based on the recycled aggregate classification was also proposed.The results of the model analysis show that the model uncertainty follows a normal distribution and is independent of the key parameters.It is suggested that the correlation between the model uncertainty and the key parameters can be ignored when the model is used for reliability analysis.

关 键 词：再生混凝土 再生骨料 棱柱体抗压强度 立方体抗压强度 模型不确定性 

分 类 号：TU528.01[建筑科学—建筑技术科学]