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J4  2010, Vol. 44 Issue (4): 789-797    DOI: 10.3785/j.issn.1008-973X.2010.04.029
    
Multienvironmental time similarity theory and its application
JIN Li-bing1,2, JIN Wei-liang1, WANG Hai-long1, XIA Jin1
1. Institute of Structural Engineering, Zhejiang University, Hangzhou 310027, China;
2. Department of Civil Engineering, Henan University of Technology, Zhengzhou 450052, China
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Abstract  

In order to evaluate the durability of concrete structures effectively, based on the classical three similarity theorems, a multienvironmental time similarity (METS) theory was presented by introducing a third reference site with a certain service life and the similar aggressive environment to the study object to bridge the field inspections and the indoor accelerated tests. According to the METS, the time correlation of performance changing on concrete structures between the field and indoor accelerated environments was established by contrasting and analyzing the behaviours under both environments. Furthermore, the results of indoor tests were used to predict the service life of concrete structures. The METS can apply to the concrete structural durability, safety analysis of transmission line icing, structural dynamic response to seismic action, satellite dynamic analysis in launching phase, and so on. The specific application of METS was analyzed by taking the life prediction of coastal concrete structural durability as an example.



Published: 14 May 2010
CLC:  TU375  
Cite this article:

JIN Li-Bing, JIN Wei-Liang, WANG Hai-Long, JIA Jin. Multienvironmental time similarity theory and its application. J4, 2010, 44(4): 789-797.

URL:

http://www.zjujournals.com/eng/10.3785/j.issn.1008-973X.2010.04.029     OR     http://www.zjujournals.com/eng/Y2010/V44/I4/789


多重环境时间相似理论及其应用

为了有效地评估混凝土结构的耐久性,通过引入与研究对象具有相似环境条件且具有一定服役年限的第三方参照物,以经典的相似理论为基础,提出多重环境时间相似理论.该理论分析了混凝土结构在室内加速试验环境与现场自然环境条件下性能退化的时间相似关系,为利用室内试验结果对现场结构进行耐久性寿命预测和评估奠定了理论基础.多重环境时间相似理论不仅适用于混凝土结构耐久性评估,而且可以用于输电线路覆冰后的安全性、结构在地震作用下的动力响应、卫星在发射阶段的动力特性分析等.以沿海混凝土结构耐久性寿命预测为例介绍了多重环境时间相似理论的具体应用.

[1] JIN W L, ZHANG Y, ZHAO Y X. Stateoftheart: researches on durability of concrete structure in chloride ion ingress environment in China [C]∥ Concrete Platform 2007. Belfast: Queens University Belfast, 2007: 133148.
[2] JIN W L, JIN L B. Environmentbased on experimental design of concrete structures [C]∥ 2nd International Conference on Advances in Experimental Structural Engineering. 2007, 23(Suppl.): 757764.
[3] JIN Weiliang, JIN Libing. A multienvironmental time similarity theory of life prediction on coastal concrete structural durability [J]. International Journal of Structural Engineering, 2009, 1(1): 4058.
[4] 李果,戴靠山,袁迎曙.钢筋混凝土耐久性实验方法研究[J].淮海工学院学报,2002, 11(3): 5659.
LI Guo, DAI Kaoshan, YUAN Yingshu. A study on the experimental methods for the durability performance of reinforced concrete [J]. Journal of Huaihai Institute of Technology, 2002, 11(3): 5659.
[5] 金立兵,金伟良,赵羽习.沿海混凝土结构耐久性现场试验方法的优选[J].东南大学学报:自然科学版,2006, 36(Suppl.): 6167.
JIN Libing, JIN Weiliang, ZHAO Yuxi. Optimization of field test method on durability of coastal concrete structures [J]. Journal of Southeast University: Natural Science Edition, 2006, 36(Suppl.): 6167.
[6] 李云峰,吴胜兴.现代混凝土结构环境模拟实验室技术[J].中国工程科学,2005, 7(2): 8185.
LI Yunfeng, WU Shengxing. Environmental simulation test technology of modern concrete structures [J]. Engineering Science, 2005, 7(2): 8185.
[7] 刘奎芳,陈洁.塑料在湿热和亚湿热气候大气暴露与人工加速试验相关性探讨[J].环境技术,2001, 19(4): 813.
LIU Kuifang, CHEN Jie. Research on correlation of the artificial test with humid tropic weathering exposure test for plastics [J]. Environmental Technology, 2001, 19(4): 813.
[8] 梁星才.材料和产品大气暴露与人工加速试验相关性的探讨意见(上)[J].环境技术,2001, 19(4): 47.
LIANG Xingcai. Research on correlation of the artificially accelerated test of material and products with the weathering exposure tests (I) [J]. Environmental Technology, 2001, 19(4): 47.
[9] WYPYCH G. 加速老化的相关性与使用寿命预测[J].环境技术,2001, 19(4): 2326.
WYPYCH G. Acceleration, correlation, and service life prediction [J]. Environmental Technology, 2001, 19(4): 2326.
[10] 王振尧,于国才,郑逸苹,等.锌的加速腐蚀与大气暴露腐蚀的相关性研究[J].中国腐蚀与防护学报,1999, 19(4): 239244.
WANG Zhenyao, YU Guocai, ZHENG Yiping, et al. Investigation on interrelation of accelerated corrosion testing and atmospheric exposure of zinc [J]. Journal of Chinese Society for Corrosion and Protection, 1999, 19(4): 239244.
[11] 陶峰,王林科,王庆霖,等.服役钢筋混凝土构件承载力的试验研究[J].工业建筑,1996, 26(4): 1720.
TAO Feng, WANG Linke, WANG Qinglin, et al. Experimental study on the bearing capacity of existing reinforced concrete members [J]. Industrial Construction, 1996, 26(4): 1720.
[12] 惠云玲,李荣,林芝伸,等.混凝土基本构件钢筋锈蚀前后性能试验研究[J].工业建筑,1997, 27(6): 1418.
HUI Yunling, LI Rong, LIN Zhishen, et al. Experimental studies on the property before and after corrosion of rebars in basic concrete members [J]. Industrial Construction, 1997, 27(6): 1418.
[13] AHMAD S, BHATTACHARJEE B, WASON R. Experimental service life prediction of rebarcorroded reinforced concrete structure [J]. ACI Materials Journal, 1997, 94(4): 311316.
[14] 袁迎曙,余索.锈蚀钢筋混凝土梁的结构性能退化[J].建筑结构学报,1997, 18(4): 5157.
YUAN Yingshu, YU Suo. Deterioration of structural behavior in corroded reinforced concrete beam [J]. Journal of Building Structures, 1997, 18(4): 5157.
[15] ADAMS L. A look at environmental testing [J]. Quality, 2002, 44(3): 2426.
[16] 徐挺.相似理论与模型试验[M].北京:中国农业机械出版社,1982: 1428.
[17] 邸小坛,周燕.混凝土结构的耐久性设计方法[J].建筑科学,1997, 13(1): 1620.
DI Xiaotan, ZHOU Yan. A design method for durable concrete structures [J]. Building Science, 1997, 13(1): 1620.
[18] 黄新波,孙钦东,程荣贵,等.导线覆冰的力学分析与覆冰在线监测系统[J].电力系统自动化,2007, 31(14): 98101.
HUANG Xinbo, SUN Qindong, CHENG Ronggui, et al. Mechanical analysis on transmission line conductor icing and application of online monitoring system [J]. Automation of Electric Power Systems, 2007, 31(14): 98101.
[19] 阎同喜.导线覆冰气象参数的分析研究[J].机械管理开发,2006(5): 5152.
YAN Tongxi. Research and analysis of wire ice covering meteorological parameter [J]. Mechanical Management and Development, 2006(5): 5152.
[20] 杨松,李声远,王晓耕.卫星动力学环境模拟试验技术展望[J].航天器环境工程,2002, 19(2): 1923.
YANG Song, LI Shengyuan, WANG Xiaogeng. Prospects of the satellite dynamic environment simulation test techniques [J]. Spacecraft Environment Engineering, 2002, 19(2): 1923.
[21] 田俊峰,王胜年,黄君哲,等.海港工程混凝土耐久性设计与寿命预测[J].中国港湾建设,2004(6): 13.
TIAN Junfeng, WANG Shengnian, HUANG Junzhe, et al. Durability design of concrete for marine works and prediction of service life of concrete [J]. China Harbour Engineering, 2004(6): 13.
[22] 金伟良,赵羽习.混凝土结构耐久性研究的回顾与展望[J].浙江大学学报:工学版,2002, 36(4): 371380.
JIN Weiliang, ZHAO Yuxi. Stateoftheart on durability of concrete structures [J]. Journal of Zhejiang University: Engineering Science, 2002, 36(4): 371380.
[23] 金伟良,张苑竹.预估混凝土氯离子分布的新方法[J].浙江大学学报:工学版,2004, 38(2): 195199.
JIN Weiliang, ZHANG Yuanzhu. New approach to predict the distribution of chloride concentration in concrete [J]. Journal of Zhejiang University: Engineering Science, 2004, 38(2): 195199.
[24] DuraCrete. The European UnionBrite EuRam III, Project No. BE951347. General guidelines for durability design and redesign [R]. 2000.
[25] SONG H W, LEE C H, ANN K Y. Factors influencing chloride transport in concrete structures exposed to marine environments [J]. Cement and Concrete Composites, 2008, 30(2): 113121.
[26] STEPHEN L A, DWAYNE A J, MATTHEW A M, et al. Predicting the service life of concrete marine structures: an environmental methodology [J]. ACI Structural Journal, 1998, 95(2): 205214.

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