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地库混凝土早期应力应变现场测试与分析 被引量:3

Field measurement and analysis of early-age stress strain of basement concrete
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摘要 为了确定实际工程中不同环境温度下地库混凝土随着龄期的应力变化情况,对早期工程地库混凝土的应力、应变进行了现场测试。将应变计植入无应力瓦中测试混凝土与应力无关的应变,将应变计分别布置埋入X、Y、Z方向,测试混凝土的温度和应变,并计算出混凝土的应力。得出了在工程的早期,地库混凝土在不受荷载或者荷载很小的情况下,应力、应变随龄期及环境温度、混凝土内部温度的变化关系。 In order to determine the under different environmental temperature in practical engineering with the stress change of the age,the early engineering stress and strain of the basement concrete test was carried out.Implants will strain gage no stress test has nothing to do with the stress of concrete in the strain,the strain gauge respectively arranged intoX,Y,Zdirection,tests the temperature and strain of concrete,and calculated the stress of the concrete.Obtained the relationship between basement concrete,the environment temperature, concrete internal temperature and ages change in the early stages of the project.
出处 《混凝土》 CAS 北大核心 2016年第7期10-12,共3页 Concrete
基金 国家自然科学基金(51278325 51478290)
关键词 地库混凝土 应力 应变 现场测试 basement concrete stress strain test
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  • 1李庆斌,张楚汉,王光纶.单轴状态下混凝土的动力损伤本构模型[J].水利学报,1994,26(12):55-60. 被引量:33
  • 2王春来,徐必根,李庶林,唐海燕.单轴受压状态下钢纤维混凝土损伤本构模型研究[J].岩土力学,2006,27(1):151-154. 被引量:71
  • 3唐益民,黄晓明,邓学钧.连续配筋水泥混凝土路面荷载应力分析[J].岩土工程学报,1996,18(6):84-91. 被引量:14
  • 4Transportation Research Board of the National Academies. Guide for Mechanistic-empirical Design of New and Rehabilitated Pavement Structures[R]. Washington DC: Transportation Research Board of the National Academies,2004.
  • 5JOHNSTON D P, SURDAH L R W. Influence of Mixture Design and Environmental Factors on Continuously Reinforced Concrete Pavement Cracking[J]. Transportation Research Record, 2007 (2020) : 83-88.
  • 6JOHNSTON D P,SURDAH L R W. Effects of Base Type on Modeling Long-term Pavement Performance of Continuously Reinforced Concrete Sections[J].Transportation Research Record, 2006 (1979) : 93- 101.
  • 7KIM S M,WON M C,MCCULLOUGH B F. Mechanistic Modeling of Continuously Reinforced Concrete Pavement[J].ACI Structural Journal, 2003,100 ( 5 ) : 674-682.
  • 8KHAZANOVICH L, SELEZNEVA O I, THOMAS Y H,et al. Development of Rapid Solution for Prediction of Critical Continuously Reinforced Concrete Pavement Stress [J].Transportation Research Record, 2001(1778) : 64-72.
  • 9KOHLER E, LONG G, ROESLER J. Construction of Extended Life Continuously Reinforced Concrete Pavements at ATREL[R]. Urbana: University of Illinois at Urbana-Champaign,2002.
  • 10KOHLER E, ROESLER J. Active Crack Control for Continuously Reinforced Concrete Pavements [ J ]. Transportation Research Record,2004(1900):19-29.

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