期刊文献+

利用圆环试验测量混凝土早期收缩徐变(英文)

The Design of Measureing Shrinkage Creep of Early Age Concrete by the Ring Test
下载PDF
导出
摘要 近年来混凝土早期裂缝问题再次引起全球工程界的广泛关注。早期混凝土由于体积变形受到约束而产生的应力是导致混凝土开裂的主要因素。在混凝土应力发展的同时,混凝土徐变也在同时发生着变化。有研究表明,徐变能减少40%-50%的早期应力。圆环试验是用于定性评价混凝土材料抗裂性能的试验方法之一。本文首先分析了圆环试验和单轴拉伸徐变试验的原理,创造性地将圆环试验用于测量早期混凝土的干缩徐变,并设计了试验方案。 Early age cracking of concrete has re-emerged as an important issue all over the world in recent years.The stress,due to restrained volume change related to thermal deformation and shrinkage in the early age concrete,is the main driving force for the deleterious cracking in the construction stage.During the development of the stress,creep,a very important property of concrete,is always developing.Creep contributes to 40%-50% reduction of the elastically induced stress in the restrained specimen.Ring test,a qualitative test,can provide information to assess the potential for cracking of different concrete.An overview of ring test developed in recent years and mechanism of uniaxial tensile creep test is described in this paper at first.Then,an innovative test equipment based on ring test is outlined.
作者 李骁春
出处 《江西科学》 2007年第4期415-420,共6页 Jiangxi Science
关键词 混凝土 徐变 早期 Concrete,Creep,Early age
  • 相关文献

参考文献12

  • 1AASHTO.Standard practice for estimating the cracking tendency of concrete 2000 Edition[S].Washington D C:AASHTO,2000:34-1999. 被引量:1
  • 2Dahl P A.Influence of fibre reinforcement on plastic shrinkage and cracking[C].A.M.Brandt and I.H.Mar shall.Proceeding of European Mechanical Colloquium 204:Structures and Crack Propagation in Brittle Matrix Composite Materials.London:Elsevier Applied Science,1986:435-441. 被引量:1
  • 3K Kovler,Sikuler J,Bentur A.Restrained shrinkagetests of fibre reinforced concrete ring specimens:effect of core thermal expansion[J].Material and Structure,1993,26(4):231-237. 被引量:1
  • 4He Zhen,Zhen X M,Li Z.New experimental method for studying early-age cracking of cement-based material[J].ACI Materials Journal,2003,101(1):50-56. 被引量:1
  • 5Akhter B Hossain,Jason Weiss.The role of specimen geometry and boundary conditions on stress development and cracking in the restrained ring test[J].Cement and Concrete Composites,2006,36(1):189-199. 被引量:1
  • 6Shah S P,Ouyang C,Marikunte S,et al.Method to predict shrinkage cracking of concrete[J].Journal of ACI material,1988,94(4):339-346. 被引量:1
  • 7Breitenbücher R.Investigation of thermal cracking with the cracking frame[J].Material and Structure,1990,23(3):172-177. 被引量:1
  • 8Springenschmid R,Breitenbücher R,Mangold M.Development of the cracking frame and the temperature-stress testing machine[C].Springenschmid R.Proceedings of the International RILEM Symposium on thermal cracking in concrete at early age.Haifa:RILEM,1994:137-144. 被引量:1
  • 9Kovler K.Testing system for determining the mechanical behaviour of early age concrete under restrained and free uniaxial shrinkage[J].Material and Structure,1994,27(6):324-330. 被引量:1
  • 10Bloom R,Bentur A.Free and restrained shrinkage of normal and high-strength concrete[J].ACI Material Journal,1995,92(2):211-217. 被引量:1

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