Please wait a minute...
浙江大学学报(工学版)
J4  2014, Vol. 48 Issue (4): 711-720    DOI: 10.3785/j.issn.1008-973X.2014.04.022
土木工程     
桁腹式组合桁梁结构计算理论
王彤1, 谢旭1, 王渊2, 史鹏程3
1. 浙江大学土木工程学系,浙江 杭州 310058; 2. 杭州市市政公用建设开发公司,浙江 杭州 310009;
3. 宁波交通投资控股有限公司,浙江 宁波 315040
Analysis of prestressed composite truss girders with steel truss webs
WANG Tong1, XIE Xu1, WANG Yuan2, SHI Peng-cheng3
1. Department of Civil Engineering, Zhejiang University, Hangzhou 310058, China; 2. Hangzhou Municipal Public
Construction and Development Company, Hangzhou 310009, China; 3. Ningbo Communications Investment
Holdings Limited Company, Ningbo 315040, China
 全文: PDF(1832 KB)  
摘要：

针对用钢腹杆代替混凝土腹板的桁腹式钢桁架-混凝土组合桁梁结构的空间分析问题,提出桁腹式组合桁梁的弯曲、扭转和畸变计算方法.通过以抗剪等效为原则的等厚腹板换算,引入上下翼板独立轴向位移自由度的手法,在一般箱梁计算理论的基础上建立桁腹式组合桁梁空间分析的基本微分方程和单元刚度方程,推导了单元刚度矩阵的计算公式,给出该类桥梁结构预应力钢束的处理技术.通过与三维实体有限元计算结果的对比,检验了该算法的计算精度.提出的计算方法具有自由度少、计算简便、变形概念明确、与现行箱梁结构计算理论衔接的优点.
关键词： 桁腹式组合桁梁;  结构分析;  换算薄壁箱梁;  有限元方法    
Abstract:

A new method for bending, torsion and distortion analysis of composite truss girders was proposed aiming at structural spatial analysis problems of prestressed composite truss girders that replace the web of concrete box girder with steel truss webs. The composite truss girder was converted into a thin-walled box girder based on shearing equivalence principle, and the deformation of top and bottom concrete flanges were represented by two independent displacement functions. The differential equilibrium equations and formulation for finite element analysis were derived based on the calculating method of regular box girders. Computing formulas of element stiffness matrix and formulation for prestressing tendons were also given. The precision of the method was validated by comparison with examples of three-dimensional finite element method. The method is practical for its fewer freedom, easy to use, definite deformation concept, and combination with existing analysis method of box girders.
Key words: composite truss girders    structural analysis    converted thin-walled box girder    finite element method
出版日期: 2014-05-04
:  U 448  
基金资助:

国家自然科学基金资助项目（51378460）.
通讯作者: 谢旭，男，教授.     E-mail: xiexu@zju.edu.cn
作者简介: 王彤(1988—)，男，博士生，从事桥梁结构工程的研究. E-mail: wangtong@zju.edu.cn
服务　　
把本文推荐给朋友
加入引用管理器
E-mail Alert
RSS
作者相关文章　　

引用本文:

王彤, 谢旭, 王渊, 史鹏程. 桁腹式组合桁梁结构计算理论[J]. J4, 2014, 48(4): 711-720.

WANG Tong, XIE Xu, WANG Yuan, SHI Peng-cheng. Analysis of prestressed composite truss girders with steel truss webs. J4, 2014, 48(4): 711-720.

链接本文:

http://www.zjujournals.com/xueshu/eng/CN/10.3785/j.issn.1008-973X.2014.04.022    或    http://www.zjujournals.com/xueshu/eng/CN/Y2014/V48/I4/711

［1］ 聂建国.钢-混凝土组合结构桥梁［M］.北京：人民交通出版社,2011.
［2］ BROZZETTI J. Design development of steel-concrete composite bridges in France ［J］. Journal of Constructional Steel Research, 2000, 55(1/2/3): 229-243.
［3］ Prestressed Concrete Engineering Association. Composite bridge design and construction guideline ［M］. Tokyo: Gihodo Shuppan, 2005.
［4］ 黄生富.双层斜拉桥复合桁架节点受力性能研究［D］.上海：同济大学,2008.
HUANG Sheng-fu. Study on mechanic behavior of composite truss joints of double-deck cable-stayed bridge ［D］. Shanghai: Tongji University, 2008.
［5］ 何畏,李乔.板桁组合结构体系受力特性及计算方法研究［J］.中国铁道科学,2001,22(5): 65-72.
HE Wei, LI Qiao. Study on features of force bearing of plate and truss composite structure system and the calculation method ［J］. China Railway Science, 2001, 22(5): 65-72.
［6］ HUANG L, NIITANI K, HIKOSAKA H. Nonlinear analysis and tests of prestressed concrete composite girders with steel truss webs ［C］∥Proceedings of the 10th International Conference on Civil, Structural and Environmental Engineering Computing. Stirling, Scotland: Civil-Comp Press, 2005: 1-13.
［7］ MINAMI H, YAMAMURA M, TAIRA Y, et al. Design of the Kinokawa viaduct composite truss bridge ［C］∥Proceedings of the 1st Fib Congress. Osaka: ［s. n.］, 2002: 77-86.
［8］ REIS A J, OLIVEIRA PEDRO J J. The Europe bridge in Portugal: concept and structural design ［J］. Journal of Constructional Steel Research, 2004, 60(3/4/5): 363-372.
［9］ HEIDEN M, BOKAN H, SILVA L S, et al. Dynamic effects of railway bridges for high speed usage: application example steel-composite truss bridge ［C］∥5th Congress of Steel and Composite Construction. Lisbon: ［s. n.］, 2003: 297306.
［10］ SATO Y, HINO S, SONODA Y, et al. Study on load transfer mechanism of the joint in hybrid truss bridge ［J］. Journal of Structural Engineering, JSCE, 2008, 54A: 778-785.
［11］ KASUGA A, NORITSYNE T, YAMAZAKI K, et al. Design and construction of composite truss bridge using suspension structure ［C］∥Fib Symposium “Keep Concrete Active”. Budapest: ［s. n.］, 2005: 168-173.
［12］ KOMATSU S, NISHIMURA N. Three dimensional analysis of truss girders by the thin walled elastic beam theory ［J］. Journal of Structural Mechanics and Earthquake Engineering, JSCE, 1975, 236: 15-29.
［13］ MCCALLEN D B, ROMASTAD K M. A continuum model for the nonlinear analysis of beam-like lattice structures ［J］. Computers and Structures, 1988,29(2): 177-197.
［14］ VLASOV V Z. Thin-walled elastic beams ［M］. Jerusalem: Israel Program for Scientific Translations, 1961.
［15］ 黄剑源,谢旭.城市高架桥结构理论与计算方法［M］.北京：中国科学出版社,2001.
［16］ 史鹏程.波形钢腹板预应力混凝土箱梁结构计算理论及成桥仿真模拟［D］.杭州：浙江大学,2008.
SHI Peng-cheng. Research on simulation and calculation theory for prestressed concrete box-girder bridge with corrugated steel webs ［D］. Hangzhou: Zhejiang University, 2008.
[1] 贾文超, 胡荣贵, 施凡, 许成喜. 多特征关联的注入型威胁检测方法[J]. 浙江大学学报(工学版), 2018, 52(3): 524-530.
[2] 董红召, 章丽萍, 刘冬旭, 陈宁. 公共自行车系统服务点布设的有限元估算方法[J]. 浙江大学学报(工学版), 2017, 51(6): 1097-1103.
[3] 欧阳小平,薛志全,彭超,周清和,杨华勇. 航空作动器的VL密封特性分析[J]. 浙江大学学报(工学版), 2015, 49(9): 1755-1761.
[4] 伍程杰, 龚晓南, 俞峰, 楼春晖, 刘念武. 既有高层建筑地下增层开挖桩端阻力损失[J]. 浙江大学学报(工学版), 2014, 48(4): 671-678.
[5] 孟捷 ,刘华锋 ,岳茂雄 ,胡红杰. 生物力学模型导引的心肌运动与材料参数对偶估计[J]. J4, 2012, 46(5): 912-917.
[6] 沈国辉, 孙炳楠, 叶尹, 楼文娟. 高压输电塔的断线分析和断线张力计算[J]. J4, 2011, 45(4): 678-683.
[7] 王文浩, 郭吉丰, 胡锡幸. 高速高效率的行波型锥面超声波电机[J]. J4, 2011, 45(4): 754-758.
[8] 杨陈, 郝志勇, 陈馨蕊. 热负荷对柴油机结构强度及密封性能的影响[J]. J4, 2010, 44(4): 756-760.
[9] 王亚军, 张我华. 双重流动法则下地基黏塑性随机有限元方法[J]. J4, 2010, 44(4): 798-805.
[10] 张惠峰, 关富玲. 可展桁架天线热-结构耦合分析[J]. J4, 2010, 44(12): 2320-2325.
[11] 马有理. 倾斜裂纹的应力分布与裂纹面开口位移的关系[J]. J4, 2009, 43(8): 1443-1447.
[12] 李伟, 薛明德, 向志海. 刚体-附件耦合系统热-动力学稳定性分析[J]. J4, 2009, 43(7): 1288-1292.
[13] 童水光, 葛俊旭, 吴燕玲, 等. 门座起重机组合臂架结构的快速建模方法[J]. J4, 2009, 43(11): 2085-2090.
[14] 杨德军, 张土乔, ZHANG Ke-feng, 等. 土-作物-大气系统中动态根系生长及水动力学模拟[J]. J4, 2009, 43(11): 2048-2053.
[15] 谢旭 朱越峰 张治成 黄剑源. 波形钢腹板预应力混凝土箱梁结构空间分析方法[J]. J4, 2008, 42(9): 1506-1514.