波形钢腹板箱梁温度分布

doi:10.3969/j.issn.1674-0696.2018.12.01

重庆交通大学学报（自然科学版） ›› 2018, Vol. 37 ›› Issue (12): 1-10.DOI: 10.3969/j.issn.1674-0696.2018.12.01

• 桥梁与隧道工程 • 下一篇

波形钢腹板箱梁温度分布

徐向锋1,2，张峰3，刘佳琪3

(1. 山东交通学院交通土建工程学院，山东济南 250023； 2. 长沙理工大学土木与建筑学院，湖南长沙410076； 3. 山东大学岩土与结构工程研究中心，山东济南 250061)

收稿日期:2017-09-25 修回日期:2018-09-11 出版日期:2018-12-09 发布日期:2020-07-10
作者简介:徐向锋(1978—)，女，山东聊城人，副教授，主要从事桥梁加固方面的研究。 E-mail: 404943332@qq.com。通信作者：张峰(1978—)，男，江苏泰州人，副教授，博士，主要从事钢筋混凝土非线性方面的研究。E-mail: zhangfeng2008@sdu.edu.cn。
基金资助:
国家自然科学基金项目(51578323)；山东省高等学校科技计划项目(J15LG02)

Temperature Distribution of Box Girder with Corrugated Steel Webs

XU Xiangfeng1, 2, ZHANG Feng3, LIU Jiaqi3

(1.School of Traffic and Civil Engineering, Shandong Jiaotong University, Jinan 250023, Shandong, P. R. China; 2. School of Civil Engineering and Architecture, Changsha University of Science & Technology, Changsha 410076, Hunan, P. R. China; 3. Geotechnical and Structural Engineering Research Center, Shandong University, Jinan 250061, Shandong, P. R. China)

Received:2017-09-25 Revised:2018-09-11 Online:2018-12-09 Published:2020-07-10

摘要/Abstract

摘要： 波形钢腹板箱梁的温度梯度是波形钢腹板箱梁桥设计的重要问题。对波形钢腹板箱梁桥开展了9个月温度实测；建立了波形钢腹板的温度场有限元二维模型；选取典型天气条件开展数值模拟，对比分析数值模拟和实桥温度测试结果，验证了温度场有限元模型的有效性；对波形钢腹板箱梁桥所处地区的昼夜温差进行数理统计，得到波形钢腹板箱梁所处地区的大气昼夜温差代表值；基于大气昼夜温差代表值分析了波形钢腹板箱梁的温度分布。分析结果显示：波形钢腹板箱梁所处地区的昼夜温差服从W(10.453, 2.577)分布；对于顶板，数值模拟温度梯度和《公路桥涵设计通用规范》中对钢混组合桥梁的温度梯度形状类似，区别在于理论分析得到最大温差为20.8 ℃，而规范定义为25 ℃。

关键词: 桥梁工程, 波形钢腹板, 箱梁, 温度现场测试, 有限元, Weibull, 温度梯度

Abstract: The temperature gradient of the box girder with corrugated steel webs is an important problem in the design of box girder bridges with corrugated steel webs. The temperature field test of box girder bridge with corrugated steel webs was carried out for 9 months; and a 2D finite element model of the temperature field of corrugated steel webs was established. Typical weather conditions were selected to carry out the numerical simulation. The validity of the finite element model of temperature field is verified by comparing the results of numerical simulation and real bridge temperature test. The temperature difference between day and night in the area where the corrugated steel webs box girder bridge was located was analyzed by mathematical statistics, and the representative values of atmospheric temperature difference between day and night in the area where the corrugated steel webs box girder bridge was located were obtained. The temperature distribution of box girder with corrugated steel webs was analyzed based on the representative value of atmospheric temperature difference between day and night. Research results show that: the temperature difference between day and night in the area where the corrugated steel webs box girder bridge is located obeys W (10.453, 2.577) distribution. For the roof, the temperature gradient of numerical simulation is similar to that of steel-concrete composite bridge in General Code for Design of Highway Bridges and Culverts . The difference is that the maximum temperature difference obtained by theoretical analysis is 20.8℃, while that of the standard is defined as 25 ℃.

Key words: bridge engineering, corrugated steel webs, box girder, temperature field test, finite element, Weibull, temperature gradient

中图分类号:

U448.213

徐向锋1,2，张峰3，刘佳琪3. 波形钢腹板箱梁温度分布[J]. 重庆交通大学学报（自然科学版）, 2018, 37(12): 1-10.

XU Xiangfeng1, 2, ZHANG Feng3, LIU Jiaqi3. Temperature Distribution of Box Girder with Corrugated Steel Webs[J]. Journal of Chongqing Jiaotong University(Natural Science), 2018, 37(12): 1-10.

参考文献

［1］ COMBAULT J. The maupre viaduct near charolles, France ［C］//Proceedings of American Institute of Steel Construction National
Steel Construction Conference. Miami Beach: ［s.n.］, 1988, 12: 1-22.
［2］ IVANOV O L, THELANDERSSON S. Estimating extreme values of thermal gradients in concrete structures［J］. Materials and
Structures, 2011, 44(44): 1491-1500.
［3］ SAETTA A, SCOTTA R, VITALINAI R. Stress analysis of concrete structures subjected to variable thermal loads［J］. Journal of
Structural Engineering, 1995, 121(3): 446-457.
［4］叶见曙, 贾琳, 钱培舒. 混凝土箱梁温度分布观测与研究［J］. 东南大学学报(自然科学版), 2002, 32(5): 788-793.
YE Jianshu, JIA Lin, QIAN Peishu. Observation and research on temperature distribution in concrete box girders［J］. Journal of
Southeast University (Natural Science Edition), 2002, 32(5): 788-793.
［5］方志, 汪剑. 大跨预应力混凝土连续箱梁桥日照温差效应［J］. 中国公路学报, 2007, 20(1): 62-67.
FANG Zhi, WANG Jian. Sun light thermal difference effect on long-span PC continuous box girder bridge［J］. China Journal of Highway
and Transport, 2007, 20(1): 62-67.
［6］雷笑, 叶见曙, 王毅. 日照作用下混凝土箱梁的温差代表值［J］. 东南大学学报(自然科学版), 2008, 38(6): 1105-1109.
LEI Xiao, YE Jianshu, WANG Yi. Representative value of solar thermal difference effect on PC box-girder［J］. Journal of Southeast
University (Natural Science Edition), 2008, 38(6): 1105-1109.
［7］顾斌, 陈志坚, 陈欣迪. 大尺寸混凝土箱梁日照温度场的实测与仿真分析［J］. 中南大学学报(自然科学版), 2013, 44(3): 1252-1261.
GU Bin, CHEN Zhijian, CHEN Xindi. Measurement and simulation on solar temperature field of large size concrete box girder［J］.
Journal of Central South University (Science and Technology), 2013, 44(3): 1252-1261.
［8］顾斌, 陈志坚, 陈欣迪. 大跨径混凝土箱梁桥有效温度与应变的实测分析［J］. 吉林大学学报, 2012, 43(4): 877-884.
GU Bin, CHEN Zhijian, CHEN Xindi. Analysis of measured effective temperature and strains of long-span concrete box girder bridge［J］.
Journal of Jilin University, 2012, 43(4): 877-884.
［9］ GU Bin, CHEN Zhijian, CHEN Xindi. Temperature gradients in concrete box girder bridge under effect of cold wave［J］. Journal of
Central South University, 2014, 21(3): 1227-1241.
［10］ ROBERTS-WOLLMAN C L, BREEN J E, CAWRSE J. Measurements of thermal gradients and their effects on segmental concrete bridge［J］
. Journal of Bridge Engineering, 2002, 7(3): 166-174.
［11］ MONDAL P, DEWOLF J T. Development of computer-based system for the temperature monitoring of a post-tensioned segmental
concrete box-girder bridge［J］. Computer-Aided Civil and Infrastructure Engineering, 2007, 22(1): 65-77.
［12］ SONG X M, MELHEM H, LI J, et al. Effects of solar temperature gradient on long-span concrete box girder during cantilever
construction［J］. Journal of Bridge Engineering, 2016, 21(3): 1-16.
［13］ ABID S R. Experimental analysis of temperature gradients in concrete box-girders［J］. Construction and Building Materials,
2016, 106: 523-532.
［14］ TAYSI N, ABID S R. Temperature distributions and variations in concrete box-girder bridges: experimental and finite element
parametric studies［J］. Advances in Structural Engineering, 2015, 18(4): 469-486.
［15］唐明敏. 波形钢腹板PC组合箱梁桥温度效应与悬臂施工中力学性能研究［D］. 南京: 东南大学, 2013.
TANG Mingmin. Study on Mechanical Properties in Cantilever-Construction and Temperature Field Effects of Prestressed Concrete
Composite Box-Girder Bridge with Corrugated Steel Webs［D］. Nanjing: Southeast University, 2013.
［16］郭翔飞. 波纹钢腹板预应力混凝土箱梁温度效应研究［D］. 西安: 长安大学, 2011.
GUO Xiangfei. Research on Temperature Effect of Prestressed Concrete Box Girder with Corrugated Steel Webs［D］. Xian: Changan
University, 2011.
［17］廖乾健. 波纹钢腹板箱梁桥的温度效应与疲劳性能研究［D］. 杭州: 浙江大学, 2015.
LIAO Qianjian. Research on Temperature Effect and Fatigue Behavior of Box Girder Bridge with Corrugated Steel Webs［D］. Hangzhou:
Zhejiang University, 2015.
［18］ KEHLBECK F. 太阳辐射对桥梁结构的影响［M］. 刘兴法, 译. 北京: 中国铁道出版社, 1981.
KEHLBECK F. Influence of Bridge Structure Caused by Solar Radiation［M］. LIU Xingfa, translate. Beijing: China Railway Publishing
House, 1981.
［19］李申生. 太阳能物理学［M］. 北京: 首都师范大学出版社, 1996.
LI Shensheng. Solar Physics［M］. Beijing: Capital Normal University Press, 1996.
［20］戴公连, 郑鹏飞, 闫斌，等. 日照作用下箱梁桥上无缝线路纵向力研究［J］. 浙江大学学报(工学版), 2013, 47(4): 609-614.
DAI Gonglian, ZHENG Pengfei, YAN Bin, et al. Longitudinal force of CWR on box girder under solar radiation［J］. Journal of Zhejiang
University (Engineering Science), 2013, 47(4): 609-614.
［21］ LEE J H, KALKAN I. Analysis of thermal environmental effects on precast, prestressed concrete bridge girders: temperature
differentials and thermal deformations［J］. Advances in Structural Engineering, 2012, 15(3): 447-460.
［22］ BARSOTTI R, FROLI M. Statistical analysis of thermal actions on a concrete segmental box-girder bridge［J］. Structural
Engineering International, 2000, 10(2): 111-116.
［23］ LUCAS J M, VIRLOGEUX M. Temperature in the box girder of the Normandy Bridge［J］. Structural Engineering International, 2005,
(15)3: 156-165.
［24］中交公路规划设计院有限公司.公路桥涵设计通用规范：JTG D60—2015［S］. 北京: 人民交通出版社, 2015.
CCCC Highway Consultants CO., Ltd. General Code for Design of Highway Bridges and Culverts: JTG D60—2015［S］. Beijing: China
Communications Press, 2015.
［25］ American Association of State Highway and Transportation Officials.
AASHTO LRFD Bridge Design Specifications［S］. Washington, DC: ［s.n.］, 2007.

[1]	周建庭1,2，黎娅2，张洪2，夏润川2，杨文琦2. 基于自发漏磁检测的钢绞线两点腐蚀试验研究[J]. 重庆交通大学学报（自然科学版）, 2021, 40(07): 74-81.
[2]	张华1，张正琦2 ，程高3，4，田伯科1. 黄土地区陡崖坡段桩基合理临坡距研究[J]. 重庆交通大学学报（自然科学版）, 2021, 40(07): 93-98.
[3]	刘金春，宋子轩，梁栋. 单箱三室连续梁桥在横向温度梯度与汽车偏载下的空间效应分析[J]. 重庆交通大学学报（自然科学版）, 2021, 40(06): 80-86.
[4]	苏兴矩. 浅埋偏压隧道半明拱进洞设计分析[J]. 重庆交通大学学报（自然科学版）, 2021, 40(06): 112-116.
[5]	郑植1,2，耿波2，袁佩2，李嵩林2，胡正涛3. 桥墩复合材料防船撞装置新型连接试验研究[J]. 重庆交通大学学报（自然科学版）, 2021, 40(05): 66-73.
[6]	张阳1，屈少钦1，卢九章2，霍文斌3. UHPC纤维定向法及对受拉性能影响[J]. 重庆交通大学学报（自然科学版）, 2021, 40(05): 74-80.
[7]	傅立磊. 基于随机激励响应的参数识别相关函数法[J]. 重庆交通大学学报（自然科学版）, 2021, 40(04): 70-75.
[8]	苏小波1，肖林2. 空间刚架结构钢-混结合段合理构造模型试验和数值模拟研究[J]. 重庆交通大学学报（自然科学版）, 2021, 40(04): 76-82.
[9]	林骋. 基于ABAQUS的跨座式单轨钢轨道梁应力状态分析[J]. 重庆交通大学学报（自然科学版）, 2021, 40(03): 72-77.
[10]	梁宗保1，柴洁1，纳守勇2，马天立1，唐玉1. 基于深度学习的桥梁健康监测数据有效性分析[J]. 重庆交通大学学报（自然科学版）, 2021, 40(03): 78-83.
[11]	唐启智1,辛景舟1,2,周建庭1,付雷1,3,张俊4. 基于时序分析的锈蚀RC拱损伤识别：仿真与验证[J]. 重庆交通大学学报（自然科学版）, 2021, 40(02): 69-77.
[12]	戎贤1,2，杨洪渭1，张健新1,2. 带钢端头的装配式混凝土梁柱中节点滞回性能试验研究[J]. 重庆交通大学学报（自然科学版）, 2021, 40(02): 78-82.
[13]	刘小会，许杨，陈思甜，徐略勤. 人行悬索桥地震响应分析[J]. 重庆交通大学学报（自然科学版）, 2021, 40(01): 65-71.
[14]	琚利平1，王银辉2，陆晓宏3，单继栋4. 行车落物作用下钢筋混凝土箱梁破坏形态分析[J]. 重庆交通大学学报（自然科学版）, 2021, 40(01): 72-78.
[15]	王桢1,2，周建庭1,3，张劲泉1,4，吴海军1，吴月星1. 现浇分段长度对万吨级平转斜拉桥受力的影响分析[J]. 重庆交通大学学报（自然科学版）, 2020, 39(12): 44-52.

波形钢腹板箱梁温度分布

Temperature Distribution of Box Girder with Corrugated Steel Webs

PDF

可视化

摘要/Abstract

引用本文

使用本文

参考文献

相关文章 15

编辑推荐

Metrics