Evaluation of the reliability and life span for cement materials by electric property measurements
Evaluation of the reliability and life span for cement materials by electric property measurements
批准号:
05650628
负责人:
NAKAMURA Yoshinobu
金额:
$1.09万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for General Scientific Research (C)
财政年份:
1993
资助国家:
日本
项目状态:
已结题
起止时间:
1993 至 1994
中文摘要
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英文摘要
Hardened gypsum and portland cement are chosen as a simple model of concrete and analogy beween the mechanical and dielectric strength distributions are found out. Both strength is evaluated in terms of Weibull statistics and the two-parameter Weibull function was adopted for both strength distribution. Both plots shows good coincidence independent of the water content during shaking of hemihydrate powder for hardening. At the hardened gypsum sheets which are made by shaking with 70wt% of water, both plots for mechanical and dielectric strength distribution show two straight lines with different slopes, however, both plots shows in good agreement. From the results, it is concluded that the mechanical strength distribution of hardened gypsum or Portland cement can be evaluated by using the dielectric strength distribution, which is casily obtained by breakdown testing.The low frequency impedance of Portland cement paste or mortal increased with an increasc in curing time and it is strongly affected by the addition of NaCl. The contamination of NaCl would induce the alkaliaggregate reaction ane it induces a sudden fracture of concrete or mortal. When small amount of NaCl is added to cement paste with reactive aggregate (Pyrex glass), the impedance in anomalous increases after 3 days curing. After 365 days curing, the evidence of alkali aggregate reaction is found out at NaCl added mortal with reactive aggregate. By the continuous monitoring of impedance of mortal, the alkali aggregate reaction can be foresee and if the anomalous increase in impedance is observed in early times, the alkali aggregated reaction is apprehensive.An alternative method to obtain a strength distribution of many test pieces at one time is proposed. In this method, bending stress of all subjected samples is simultaneously increased utilizing their elastic modules constancy and the fractured sample number is monitored by the change in electric conductance.
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K.Sugai: "A Simultaneous Loading System to Evaluate the Structural Reliability for Brittle Materials" J.Amer.Ceram.Soc.(印刷中).
K. Sugai:“评估脆性材料结构可靠性的同步加载系统”J. Amer。
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K.Sugai: "A Simultaneous Loading System to Evaluate the Structural Reliability forBrittle Materials" J.Amer.Ceram.Soc.(印刷中).
K. Sugai:“评估脆性材料结构可靠性的同步加载系统”J. Amer。
DOI:
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K.sugai: "A Simultaneous Loading System to Evaluate the Structural Reliability for Brittle Metcrials" J.Amer.Ceram.Soc.(in press).
K.sugai:“用于评估脆性金属结构可靠性的同步加载系统”J.Amer.Ceram.Soc.(印刷中)。
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K.Sugai: "A Systematic Strength Distributin Evaluation through Simultaneously Loading" 日本セラミックス協会学術論文誌. (印刷中).
K.Sugai:“通过同时加载进行系统强度分布评估”日本陶瓷学会学术期刊(出版中)。
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K.Sugai: "A Systematic Strength Distribution Evaluation through Simultaneously Loading" J.Ceram.Soc.Jpn. (in press).
K.Sugai:“通过同时加载进行系统强度分布评估”J.Ceram.Soc.Jpn。
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