交通运输工程学报
JOURNAL OF TRAFFIC AND TRANSPORTATION ENGINEERING
2005 Vol.5 No.3 P.47-51


在役混凝土简支梁有效预应力计算

刘龄嘉  贺拴海  赵小星 

摘 要:为了对在役混凝土桥梁结构永存预应力和实际承载能力进行评估,用后张法测试混凝土简支梁在不同预应力值作用下的自振频率和在相同预应力值、不同竖向力值作用下的挠度,以混凝土简支梁的振动基频随预应力作用值的增大而有规律地增大为基础,回归出简支梁的有效刚度与预应力函数表达式,计算出PC简支梁的挠度计算值,并与试验测试挠度值进行了比较.结果表明,在混凝土受拉区开裂前,T型梁和实心板梁的计算结果误差均不超过10%,其中实心板梁有80%的测试数据误差在±5%以内;空心板梁的计算结果误差不超过15.71%,有73.3%的误差不超过10%;用实测简支梁基频和挠度可推算出简支梁的有效预应力,可进行预应力混凝土结构的安全评估.
关键词:桥梁工程;预应力混凝土简支梁;振动频率;挠度;有效预应力;试验
分类号:U441.5 文献标识码:A

文章编号:1671-1637(2005)03-0047-05

Effective prestress computation of existing PC simply-supported beam

Liu Ling-jia  He Shuan-hai  Zhao Xiao-xing 

基金项目:陕西省自然科学基金项目(Z04-01025)
作者简介:刘龄嘉(1963-),女,广西靖西人,长安大学高级工程师,博士研究生,从事在役预应力混凝土桥梁结构的安全评估研究.86-29-82334837, liulingjia2004@yahoo.com.cn.
作者单位:刘龄嘉(长安大学,桥梁与隧道陕西省重点实验室,陕西,西安,710064) 
     贺拴海(长安大学,桥梁与隧道陕西省重点实验室,陕西,西安,710064) 
     赵小星(长安大学,桥梁与隧道陕西省重点实验室,陕西,西安,710064) 

参考文献:

[1]刘自明,王邦楣.既有桥检测评估的若干要点[J].桥梁建设,2002,32(3):1-6.Liu Zi-ming, Wang Bang-mei. Some substances of existing bridge detection and evaluation [J]. Bridge Construction,2002,32(3) : 1-6. (in Chinese)
[2]刘扬,张建仁.钢筋混凝土桥梁服役期间的可靠性评价[J].中国公路学报,2001,14(2):61-65.Liu Yang,Zhang Jian-ren. Reliability assessment of RC bridges throughout service lives[J]. China Journal of Highway and Transport, 2001,14 (2): 61-65. (in Chinese)
[3]邹进和.振动系统的模态分析试验设计[J].物理实验,2004,24(11):46-48.Zou Jin-he. Experiments design of modal analysis for vibration system[J]. Physics experimentation, 2004, 24 (11): 46-48.(in Chinese)
[4]文祥荣,智浩,缪龙秀.基于模态分析法的结构动载荷识别研究[J].北方交通大学学报,2000,24(4):11-14.Wen Xiang-rong,Zhi Hao,Miao Long-xiu. Research on structural dynamic load identification based on modal analysis method[J]. Journal of Northern Jiaotong University, 2000,24(4): 11-14. (in Chinese)
[5]邓锐强,黄小清,刘逸平,等.工程桥梁多方向振动的测量与模态分析[J].华南理工大学学报(自然科学版),2003,31(Sup):52-55.Deng Rui-qiang, Huang Xiao-qing, Liu Yi-ping, et al. Measurement and modal analysis of the vibration of a bridge in multiple directions[J]. Journal of South China University of Technology(Natural Science Edition), 2003,31 (Sup) : 52-55. (in Chinese)
[6]贺拴海,郭琦,宋一凡,等.RC桥梁健康状况及承载能力的动力评估试验[J].长安大学学报(自然科学版),2003,23(6):36-39.He Shuan-hai, Guo Qi, Song Yi-fan, et al. Health condition and load carrying capacity evaluation of RC beam based on dynamic testing [J]. Journal of Chang'an University (Natural Science Edition), 2003,23 (6) : 36-39. (in Chinese)
[7]谢功元.在役混凝土梁永存预应力试验研究[D].西安:长安大学,2004.
[8]Saiidi M,Douglas B, Feng S. Prestress force effect on vibration frequency of concrete bridges[J]. Journal of Structure Engineering, 1994,120 (7): 2 233-2 241.
[9]周敉,贺拴海,宋一凡.基于挠度试验的梁式结构评估[J].长安大学学报(自然科学版),2004,24(5):40-42.Zhou Mi, He Shuan-hai,Song Yi-fan. Structural evaluation for beams based on deflection testing[J]. Journal of Chang an University(Natural Science Edition), 2004,24 ( 5 ): 40-42. ( in Chinese)
[10]颜东煌,田仲初,李学文,等.混凝土桥梁收缩徐变计算的有限元方法与应用[J].中国公路学报,2004,17(2):55-58.Yan Dong-huang,Tian Zhong-chu, Li Xue-wen, et al. Finite element method and application for the shrinkage and creep of concrete bridges[J]. China Journal of Highway and Transport,2004,17(2) :55-58. (in Chinese)
[11]郭全全,李珠,张善元.预应力数字化张拉技术的研究[J].土木工程学报,2004,37(7):13-17.Guo Quan-quan, Li Zhu, Zhang Shan-yuan. Study on digital tensioning technique in prestressed concrete structure [J].China Civil Engineering Journal, 2004, 37 ( 7 ): 13-17. ( in Chinese)

收稿日期:2005年2月17日

出版日期:2005年9月30日

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