[1]李昶,邓学钧.钢箱梁桥桥面铺装层动态响应分析[J].东南大学学报(自然科学版),2004,34(2):253-256.[doi:10.3969/j.issn.1001-0505.2004.02.026]
 Li Chang,Deng Xuejun.Dynamic response of deck overlays of steel box under live load[J].Journal of Southeast University (Natural Science Edition),2004,34(2):253-256.[doi:10.3969/j.issn.1001-0505.2004.02.026]
点击复制

钢箱梁桥桥面铺装层动态响应分析()
分享到:

《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
34
期数:
2004年第2期
页码:
253-256
栏目:
交通运输工程
出版日期:
2004-03-20

文章信息/Info

Title:
Dynamic response of deck overlays of steel box under live load
作者:
李昶 邓学钧
东南大学交通学院, 南京 210096
Author(s):
Li Chang Deng Xuejun
College of Transportation, Southeast University, Nanjing 210096, China
关键词:
有限元 铺装 钢箱梁 动态荷载 应变
Keywords:
finite-element deck overlays steel box live load strain
分类号:
U433.33
DOI:
10.3969/j.issn.1001-0505.2004.02.026
摘要:
主要针对动态荷载作用,对桥面铺装层结构参数敏感性作了分析,揭示了结构参数对桥面铺装层应变的不同于静态荷载作用时的影响方式.计算以典型结构为基础,变化各种参数,考察得到的频率或铺装层最大横向正应变,定性或定量地分析了参数变化对铺装层的间接或直接影响.间接影响是基于结构频率的变化情况,低阶频率在参数变化前后发生明显变化的,表明该参数对铺装层应变影响较大,反之则可能较小.直接影响是通过铺装层最大横向正应变的变化而得到.分析显示,动荷载作用下,箱梁宽度、下部结构、顶板厚度、U肋厚度、荷载通过的横向位置等均对应变产生了较大影响,而箱梁高度对应变的影响不大.
Abstract:
This paper analyzes the impact of structure parameters of steel box under dynamic load, which is different from the circumstances under static load. Typical structure is adopted. Through altering its dimensions, frequencies or strains can be calculated and the essentiality of these parameters can be measured. If the low frequencies change remarkably after some parameter being altered, it implies that this parameter can obviously affect the strain of deck pavement, otherwise, this parameter makes little influence. The maximal transverse strain of pavement is another value for estimating the efficiency of these parameters. The results show that width of box, nether structure, thickness of deck and U-rib, and transverse position of load all strongly influence the strain of pavement, however, the height of box makes little effect.

参考文献/References:

[1] Toutanji H A,Danson A D,Delatte N.Supplementary cementitious materials to enhance bridge deck durability[A].In:UTCA Report Number 00305[C].Alabama:University Transportation Center for Alabama,2001.31-44.
[2] 朱伯芳.有限元法原理与应用[M].北京:中国水利水电出版社,1998.125-135.
[3] Nishikawa Takaharu,Nishida Kazuhiko,Nishigata Tatuaki.Physical properties of steel-fiber Guss-asphalt for steel deck pavement [J]. Journal of Materials,Concrete Structure and Pavements, 2002,39(2):27-36.
[4] 克里斯特克 V.箱梁理论[M].何福强等译.北京:人民交通出版社,1988.114-118.
[5] 李昶.荷载对铺装层应变的影响[J].公路交通科技,2002,12(2):60-65.
  Li Chang.Load analysis of the deck pavement on steel box bridge[J].Journal of Highway and Transportation Research and Development,2002,12(2):60-65.(in Chinese)

相似文献/References:

[1]陈仕周,邓学钧,陈辉强.上海卢浦大桥钢桥面铺装防水体系的研究[J].东南大学学报(自然科学版),2004,34(3):393.[doi:10.3969/j.issn.1001-0505.2004.03.026]
 Chen Shizhou,Deng Xuejun,Chen Huiqiang.Study on waterproof system of Shanghai Lupu steel bridge pavements[J].Journal of Southeast University (Natural Science Edition),2004,34(2):393.[doi:10.3969/j.issn.1001-0505.2004.03.026]
[2]李昶,邓学钧,周世忠,等.钢箱梁桥面铺装层结构应力分析[J].东南大学学报(自然科学版),2001,31(6):14.[doi:10.3969/j.issn.1001-0505.2001.06.004]
 Li Chang,Deng Xuejun,Zhou Shizhong,et al.Analysis of the Deck Pavement on Steel Box Bridge[J].Journal of Southeast University (Natural Science Edition),2001,31(2):14.[doi:10.3969/j.issn.1001-0505.2001.06.004]
[3]徐欧,卢爱红,徐金平,等.含单轴媒质和多层金属栅的多层介质结构电磁散射分析[J].东南大学学报(自然科学版),2006,36(1):25.[doi:10.3969/j.issn.1001-0505.2006.01.005]
 Xu Ou,Lu Aihong,Xu Jinping,et al.Analysis of EM scattering by multilayer dielectric structures including uniaxial medium and multilayer metal gratings[J].Journal of Southeast University (Natural Science Edition),2006,36(2):25.[doi:10.3969/j.issn.1001-0505.2006.01.005]
[4]彭龙,王金亮.两种提高有限元概率算法精度的方法[J].东南大学学报(自然科学版),1992,22(1):82.[doi:10.3969/j.issn.1001-0505.1992.01.014]
 Peng Long,Wang Jinliang,Wang Jinliang.Two Kinds of Method with High Accuracy for Finite Element Probability Computing Method[J].Journal of Southeast University (Natural Science Edition),1992,22(2):82.[doi:10.3969/j.issn.1001-0505.1992.01.014]
[5]王果,倪中华,倪晓宇,等.食管支架径向支撑性能[J].东南大学学报(自然科学版),2011,41(5):987.[doi:10.3969/j.issn.1001-0505.2011.05.018]
 Wang Guo,Ni Zhonghua,Ni Xiaoyu,et al.Radial support properties of esophagus stent[J].Journal of Southeast University (Natural Science Edition),2011,41(2):987.[doi:10.3969/j.issn.1001-0505.2011.05.018]
[6]张思,高翔.利用计算结果与模态参数修正结构动力模型[J].东南大学学报(自然科学版),1988,18(2):71.[doi:10.3969/j.issn.1001-0505.1988.02.009]
 Zhang Si Gao Xiang (Department of Mechanical Engineering).Structural Modification of Dynamic Model Using the Result from Computation and the Modal Parameters[J].Journal of Southeast University (Natural Science Edition),1988,18(2):71.[doi:10.3969/j.issn.1001-0505.1988.02.009]
[7]彭龙,朱起定.准Green函数Galerkin逼近改进的权范数方法[J].东南大学学报(自然科学版),1994,24(6):93.[doi:10.3969/j.issn.1001-0505.1994.06.017]
 Peng Long,Zhu Qiding.Improved Weighted Norm Method for Galerkin Approximation of Green’s Function[J].Journal of Southeast University (Natural Science Edition),1994,24(2):93.[doi:10.3969/j.issn.1001-0505.1994.06.017]
[8]彭龙.高精度有限元概率算法[J].东南大学学报(自然科学版),1990,20(4):119.[doi:10.3969/j.issn.1001-0505.1990.04.017]
 Peng Long.Probability Computing Method of Finite Element with High Accuracy[J].Journal of Southeast University (Natural Science Edition),1990,20(2):119.[doi:10.3969/j.issn.1001-0505.1990.04.017]

备注/Memo

备注/Memo:
作者简介: 李昶(1974—),男,博士,讲师; 邓学钧(联系人),男,教授,博士生导师.
更新日期/Last Update: 2004-03-20