MANGOLD M. Methods for experimental determination of thermalstress and crack sensitivity in the laboratory [A] //Springenschmid ed.Prevention of Thermal Cracking in Concrete at Early-Ages [C].London: E&FN Spon,, 1998: 26-39.
[2]
？
[3]
SPRINGENSCHMID R, BREITENBUCHER R, MANGOLD M.Development of the cracking frame and the temperature-stress testingmachine [C]//SPRINGENSCHMID R ed. Thermal Cracking inConcrete at Early Ages London: E & FN Spon, 1994: 37–144.
[4]
？
[5]
KOVLER K, IGARASHI S, BENTUR A. Tensile creep behavior ofhigh strength concretes at early ages [J]. Mater Struct, 1999, 32(219):383–387.
[6]
？
[7]
丁建彤, 陈波, 蔡跃波, 等. 温度历程对早龄期混凝土抗裂性的影响[J]. 江苏大学学报: 自然科学版, 2010, 32(2): 236–240.DING Jiantong, CHEN Bo, CAI Yuebo, et al. J Jiangsu Univ: Nat SciEd (in Chinese), 2010, 32(2): 236–240.
李士伟, 李超, 王迎飞. 基于温度应力试验机的混凝土控裂技术研究现状[J]. 水运工程, 2010(10): 35–39.LI Shiwei, LI Chao, WANG Yingfei. Port Waterway Eng (in Chinese),2010(10): 35–39.
[12]
？
[13]
蔡跃波, 丁建彤, 陈波, 等. 基于温度应力试验机的大坝混凝土综合抗裂性评价[J]. 东南大学学报: 自然科学版, 2010, 40(1): 171–175.CAI Yuebo, DING Jiantong, CHEN Bo, et al. J Southeast Univ: NatSci Ed (in Chinese), 2010, 40(1): 171–175.
[14]
？
[15]
张涛. 混凝土早期开裂敏感性影响因素研究[D]. 北京: 清华大学,2006.ZHANG Tao. Studies on influencing factors of cracking sensitivity ofconcrete at early ages (Dissertation, in Chinese). Beijing: TsinghuaUniv, 2006.
ALTOUBAT S A, LANGE D A. Creep, shrinkage, and cracking ofrestrained concrete at early age [J]. ACI Mater J, 2001, 98(4): 323–331.
[20]
？
[21]
杨杨, 江晨晖, 许四法. 高性能混凝土早龄期抗拉性能试验研究[J].建筑材料学报, 2008, 11(1): 94–99.YANG Yang, JIANG Chenhui, XU Sifa. J Build Mater (in Chinese),2008, 11(1): 94–99.
[22]
？
[23]
张国志, 屠柳青, 夏卫华, 等. 混凝土早期开裂评价指标研究[J].混凝土, 2005(5): 13–17.ZHANG Guozhi, TU Liuqing, XIA Weihua, et al. Concrete (inChinese), 2005(5): 13-17.
[24]
？
[25]
李彦, 朱吉胜. 层次分析法的一种改进及其应用[J]. 电子设计工程,2011, 19(15): 29–31.LI Yan, ZHU Jisheng. Electro Des Eng (in Chinese), 2011, 19(15): 29–31.
[26]
？
[27]
夏萍, 汪凯, 李宁秀, 等. 层次分析法中求权重的一种改进[J]. 中国卫生统计, 2011, 28(2): 151–154.XIA Ping, WANG Kai, LI Ningxiu, et al. Chinese J Health Statistics (inChinese), 2011, 28(2): 151–154.
[28]
？
[29]
吴望名. 综合评判的一个数学模型[J]. 上海师范学院学报：自然科学版, 1982(3): 49–58.WU Wangming. J Shanghai Normal Univer: Nat Sci Ed (in Chinese),1982(3): 49–58.
[30]
？
[31]
吴恺. 基于温度应力试验机(TSTM)的大坝混凝土抗裂性能实验研究[D]. 杭州: 浙江工业大学, 2014.WU Kai. Experimental study on evaluation of cracking resistance ofdam concrete based on TSTM [D]. Hangzhou: Zhejiang Univer ofTechno, 2014.
[32]
？
[33]
吴恺, 李新宇, 江晨晖,等. 基于温度应力约束试验的高含氧化镁水泥大坝混凝土抗裂性能综合评价[J]. 混凝土与水泥制品, 2014(4):1–5.WU Kai, LI Xinyu, JIANG Chenhui, et al. Chin Concr Cem Prod (inChinese), 2014(4): 1–5.
[34]
？
[35]
尹自立, 孙铭, 杨堃, 等. 不同温度履历与约束程度下混凝土抗裂性的研究[J]. 新型建筑材料, 2012 (6): 41–44.YING Zili, SUN Ming, YANG Kun, et al. New Build Mater (inChinese), 2012 (6): 41–44.
[36]
？
[37]
JIANG Chenhui, YANG Yang, WANG Yong, et al. Autogenousshrinkage of high performance concrete containing mineral admixturesunder different curing temperatures [J]. Constr Build Mater, 2014, 61:260–269.
