期刊文献+

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 被引量:1

Comprehensive Evaluation on Anti-cracking Performance of Dam Concrete Containing Cement with MgO Based on Temperature Stress Testing Machine(TSTM) Test
下载PDF
导出
摘要 以高含氧化镁水泥和粉煤灰为胶凝材料的大坝混凝土作为研究对象,采用温度应力试验机(TSTM)评价既定温度履历下的抗裂性能。通过对比分析表明,水胶比较低的混凝土具有更好的抗裂性。与采用混凝土的抗拉强度或极限拉应变作为抗裂性能的判据相比,借助TSTM试验所获得的一系列指标进行抗裂性能的评价更为合理准确。 An experimental investigation on anti-cracking performance of dam concrete that contains cement with MgO and fly ash is presented by means of temperature stress testing machine (TSTM) test with a specific temperature his- tory. The results indicate that the higher water to binder (w/b) ratio concrete has poorer cracking sensitivity than the lower w/b one. Compared to criteria of anti-cracking performance in terms of tensile strength and/or tensile strain capacity, a criterion based on TSTM test is more reasonable and has higher precision.
出处 《混凝土与水泥制品》 北大核心 2014年第4期1-5,共5页 China Concrete and Cement Products
基金 国家自然科学基金青年科学基金项目(51209219) 浙江省高职教育研究会2013年重点研究课题(2013019) 浙江省住房和城乡建设厅2014年度建设科研项目
关键词 大坝混凝土 温度应力试验机 高含氧化镁水泥 抗裂性能 Dam concrete Temperature stress testing machine (TSTM) Cement with MgO Anti-cracking performance
  • 相关文献

参考文献3

二级参考文献12

  • 1冯乃谦,丁建彤.关于高性能混凝土若干问题[J].混凝土,1994(4):5-14. 被引量:21
  • 2王圣培.我国碾压混凝土坝的建设成就和经验[J].水力发电,1994,21(5):41-44. 被引量:8
  • 3冯乃谦.高性能混凝土的结构、性能与粉体效应[J].混凝土与水泥制品,1996(2):6-13. 被引量:32
  • 4沈崇刚.我国碾压混凝土筑坝技术的新进展[J].水力发电,1996,23(9):52-56. 被引量:10
  • 5Edited by R. Springenschmid. RILEM Report 15, Prevention of Thermal Cracking in Concrete at Early ages. E&FN SPON 1998.
  • 6Penev. D and Kawamura. M. A Laboratory Device for Restrained Shrinkage Fracture of Soil-Cement Mixture. Materials and Structure. V.25, 1992, pp. 115 - 120.
  • 7Agnes Nagy, Simulation of Thermal Stress in Reinforced Concrete at Early Ages with a Simplified Model. Materials and Structure. V30,April 1997, pp. 167 - 173.
  • 8Edited by R. Springenschmid etc, Thermal Cracking in Concrete at Early Ages, E&FN SPON, 1994.21 - 35.
  • 9P. C. Aitcin Adam Neville and Paul Acker. Integrated View of Shrinkage Deformation. Concrete International, 1997, Sept. 35 - 40.
  • 10R. Springenschmid and R. Breitenbucher, Influence of Constituents,Mix Proportions and Temperature on Cracking Sensitivity of Concrete.

共引文献80

同被引文献19

  • 1张国志,屠柳青,夏卫华,刘可心,刘秉京.混凝土早期开裂评价指标研究[J].混凝土,2005(5):13-17. 被引量:25
  • 2胡曙光,陈静,周志锋.约束可调式单轴温度-应力试验机控制系统[J].武汉理工大学学报,2007,29(1):55-57. 被引量:9
  • 3MANGOLD M. Methods for experimental determination of thermal stress 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.
  • 4SPRINGENSCHMID R, BREITENBUCHER R, MANGOLD M. Development of the cracking frame and the temperature-stress testing machine [C]//SPRINGENSCHMID Red. Thermal Cracking in Concrete at Early Ages London: E & FN Spon, 1994: 37-144.
  • 5KOVLER K, IGARASHI S, BENTUR A. Tensile creep behavior of high strength concretes at early ages [J]. Mater Struct, 1999, 32(219): 383-387.
  • 6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.
  • 7JIANG Chenhui, YANG Yang, WANG Yong, et al. Autogenous shrinkage of high performance concrete containing mineral admixtures under different curing temperatures [J]. Constr Build Mater, 2014, 61: 260-269.
  • 8ALTOUBAT S A, LANGE D A. Creep, shrinkage, and cracking of restrained concrete at early age [J]. ACI Mater J, 2001, 98(4): 323-331.
  • 9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. 被引量:18
  • 10蔡跃波,丁建彤,陈波,石南南,董波.基于温度-应力试验机的大坝混凝土抗裂性综合评价[J].东南大学学报(自然科学版),2010,40(1):171-175. 被引量:23

引证文献1

二级引证文献7

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部