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酸雨环境下受腐蚀混凝土弹性模量灰色预测
引用本文:徐为,;刘嫦娟.酸雨环境下受腐蚀混凝土弹性模量灰色预测[J].交通标准化,2014(15):136-139.
作者姓名:徐为  ;刘嫦娟
作者单位:[1]诸城市财政局,山东诸城262200; [2]秦皇岛华成建筑设计咨询有限公司,河北秦皇岛066000
基金项目:国家自然科学基金(51308166)
摘    要:弹性模量是混凝土的重要力学性能指标.为研究酸雨环境下混凝土的弹性模量劣化规律,应用灰色理论新陈代谢GM(1,1)模型,建立了受酸雨腐蚀混凝土静力抗压弹性模量预测模型,并对文献中模拟3种酸度的酸雨环境的试验数据进行了验证,理论模型的计算结果与试验数据吻合较好.研究表明,新陈代谢GM(1,1)模型简便易行,能够有效地预测受酸雨腐蚀混凝土的弹性模量.

关 键 词:混凝土  弹性模量  酸雨  灰色模型

Grey Prediction on E1astic Modulus of Concrete Corrosion Under Acid Rain
Institution:XU Wei, LIU Chang-juan (1. Finance Bureau of Zhucheng, Zhucheng 262200, China; 2. Qinhuangdao Huacheng Architctecural Design Consulting Co., Ltd., Qinhuangdao 066000, China)
Abstract:Elastic modulus is an important mechanical parameter of concrete. To investigate the elastic modulus of concrete under acid rain environment, Grey theory metabolic GM(1, 1) model was applied in this paper. A Grey model GM(1, 1) was established to predict the elastic modulus of concrete corroded under acid rain, and the model is investigated through its ability to reproduce available experimental trends. The analytical results of the oretical model was in accordance with the experimental data. It is shown that metabolic GM(1, 1) model put forward in this research is a feasible and reliable model for the prediction of the elastic modulus of the concrete corroded under acid rain.
Keywords:concrete  elastic modulus  acid rain  grey model
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