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机构地区:[1]中交第三航务工程勘察设计院有限公司,上海200032 [2]上海东华建设管理有限公司,上海200032 [3]中国人民解放军理工大学,江苏南京210007
出 处:《海岸工程》2014年第4期64-70,共7页Coastal Engineering
基 金:国家自然科学基金--超长细比路堤桩屈曲理论分析及透明土模型试验研究(51178160)
摘 要:桩基属于柔性结构,低频密集,不利于检测。本研究利用小波变换法可以分离高频成份的特点,提出了利用高频成份和曲线相似性理论相结合的腐蚀厚度识别方法,并以天津港某梁板式码头为例进行了应用,具体步骤为:根据目前研究成果,确定五种典型工况,计算其动力反应;采用小波变换获得突出高频成份的特征曲线;借鉴曲线识别思想,根据实测曲线与特征曲线的相似度确定腐蚀厚度。结果表明,该方法具有较好的效果。The piles belong to a flexible structure and are dense in low--frequency, thus being not advantageous to the detection of corrosion. By using the character that high-- frequency components can be separated by wavelet transform, a method for detecting the pile corrosion thickness is proposed, which combines the high--frequency compo- nents with the curve similarity theory. The concrete steps of the method are as the followings: to define five corrosion cases based on the current research results and calculate their dynamic responses; to transform by choosing suitable wavelet base and acquire the wavelet curves of different corrosion thicknesses by means of dimensionless method; to obtain the high--frequency components through Fourier transformation of the wavelet curves and hence to determine the pile corrosion thickness based on the frequency. At last, a computation example is presented. The result shows a better effect by using this method.
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