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虚拟仪器技术在检测混凝土早期开裂敏感度试验中的应用 被引量:14

THE APPLICATION OF VIRTUAL INSTRUMENT TECHNOLOGY IN EXPERIMENTAL EVALUATION OF CRACKING SENSITIVITY OF CONCRETE AT EARLY AGES
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摘要 混凝土的开裂敏感度受很多因素影响 ,而传统的试验方法只能进行单因素检测 ,不能很好地评价混凝土早期的开裂敏感度。温度 -应力试验适用于评价多种因素 ,如温度、应力、变形、约束和弹性模量的综合影响 ,通过对开裂温度和室温应力的检测评价混凝土的开裂敏感度。介绍计算机虚拟仪器技术在混凝土早期温度 -应力试验中的应用 ,包括各组成部分的设计原理和设备主要部件 ,介绍了虚拟仪器检测混凝土温度应力的一个实例。 The cracking sensitivity of concrete is affected by many factors, but traditional methods could only measure one by one, so can not effectively evaluate cracking sensitivity of concrete at early ages. The temperature\|stress experiment can take many factors, such as temperature, stress, strain, restraint and modulus etc, into account at the same time. So concrete cracking sensitivity can be evaluated based on measurement of cracking temperature and stress at room temperature. The application of computer virtual instrument technology in the development of temperature\|stress testing machine (TSTM),the design principle of each component of this apparatus and an example of experiment are presented in this paper.
出处 《工业建筑》 CSCD 北大核心 2003年第7期37-40,79,共5页 Industrial Construction
关键词 虚拟仪器 混凝土 温度 应力 开裂敏感性 virtual instrument temperature\ stress\ cracking sensitivity\ temperature\|stress testing machine
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  • 1中国长江三峡工程开发总公司试验中心.长江三峡水利枢纽工程二阶段混凝土配合比设计试验总报告[M].,..
  • 2[6]Amon Bentur etc., Prevention of Autogenous Shrinkage in High-Strength Concrete by Internal Curing Using Wet Lightweight Aggregate. Cement and Concrete Research V31(2001) pp. 1587 - 1591
  • 3[7]Kolver, K., Testing System for Determining the Mechanical Behavior of Early Age Concrete under Restrained and FreeUniaxial Shrinkage. Materials and Structure. V.27 ,1994, pp.324-330
  • 4[8]Salah A. Altoubat and David A. Longe, Creep, Shrinkage, and Cracking of Restrained Concrete at Early Age. ACI Materials Journal,V.98, No.4, July- August 2001 pp 323- 331
  • 5[9]Penev, D. and Kawamura, M., A Laboratory Device for Restrained Shrinkage Fracture of Soil - Cement Mixture. Materials and Structure.V.25,1992, pp. 115- 120
  • 6[10]Agnes Nagy, Simulation of Thermal Stress in Reinforced Concrete at Early Ages with A Simplified Model. Materials and Structure. V. 30, April 1997, pp. 167 - 173
  • 7[11]G.F. Kheder, A Mathematical Model for The Prediction of Volume Change Cracking in End - restrained Concrete Members. Materials and Stracture. V. 30, April 1997, pp. 174- 181
  • 8[12]P.C. Aitcin Adam Neville and Paul Acker, Integrated View of Shrinkage Deformation. Concrete International, Sept, 1997
  • 9[13]The Visible and Invisible Cracking of Concrete ,ACI monograph No. 11
  • 10[1]Edited by R.Springenschmid. RILEM Report 15 ,Prevention of Thermal Cracking in Concrete at Early ages,E&FN SPON 1998

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