标题:Nondestructive testing method of vertical prestressed finishing twisted steel tension
作者:Cai, Jianjun; Sun, Jialong; Zhang, Feng
作者机构:[Cai, Jianjun; Sun, Jialong; Zhang, Feng] Shandong Univ, Geotech & Struct Engn Res Ctr, Jinan 250100, Peoples R China.
会议名称:3rd International Conference on Civil Engineering, Architecture and Building Materials (CEABM 2013)
会议日期:MAY 24-26, 2013
来源:ADVANCES IN CIVIL STRUCTURES, PTS 1 AND 2
出版年:2013
卷:351-352
页码:1117-1121
DOI:10.4028/www.scientific.net/AMM.351-352.1117
关键词:Box girder; Finishing twisted steel; Vertical prestressing; Rayleigh; law; Model test; Frequency
摘要:Based on the dynamic, selecting the vibration shape functions for obtaining the structural frequency, without using the differential operation of the conventional Rayleigh law which improved the calculation accuracy, the three-parameter model was built which include the frequency of the exposed segment, the segment length of the exposed steel reinforcements and anchorage segment increased stiffness coefficient. Meanwhile the validity of the three-parameter model was verified using finite element numerical simulation. The vertical pretensioning force of the box girder webs model was designed at laboratory. The natural frequency of vertical prestressing tendons exposed section was obtained through the high-frequency acceleration sensor which was set up at the top of the exposed section. Relying on experimental test data, the model which had the nonlinear relationship between the effective tensile force and anchorage segment increased stiffness coefficient was established.
收录类别:CPCI-S;EI;SCOPUS
资源类型:会议论文;期刊论文
原文链接:https://www.scopus.com/inward/record.uri?eid=2-s2.0-84883136623&doi=10.4028%2fwww.scientific.net%2fAMM.351-352.1117&partnerID=40&md5=582c042fba0f8c3548671637e8cda1a5
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