NAVIGATE

Table of Contents

STATISTICS

Viewed2034

Downloads951

Analysis and Research of the Lateral Distribution Factors of Large-segment Prefabricated T-Girder with Corrugated Steel Webs
[HTML]   PDF下载 (951)
[1]ZHANG Tianhang,ZHANG Jianxun,WAN Ershuai.Analysis and Research of the Lateral Distribution Factors of Large-segment Prefabricated T-Girder with Corrugated Steel Webs[J].Journal of Zhengzhou University (Engineering Science),2021,42(06):107-112.[doi:10.13705/j.issn.1671-6833.2021.04.026]
Copy
Journal of Zhengzhou University (Engineering Science)[ISSN 1671-6833/CN 41-1339/T] Volume: 42 Number of periods: 2021 06 Page number: 107-112 Column: Public date: 2021-11-10
Title:
Analysis and Research of the Lateral Distribution Factors of Large-segment Prefabricated T-Girder with Corrugated Steel Webs
Author(s):
ZHANG Tianhang1;  ZHANG Jianxun2;  WAN Ershuai1
School of Water Conservancy and Engineering, Zhengzhou University; Institute of Traffic Planning and Design of Zhengzhou City;
Keywords:
CLC:
-
DOI:
10.13705/j.issn.1671-6833.2021.04.026
Abstract:
In order to explore the load lateral distribution of the new structure composite T-girder bridge with corrugated steel web, a 60-meter-span large-segment prefabricated composite T-girder bridge with corrugated steel web was used for engineering design. A finite element model was established based on ANSYS to study the influence of the structural form and spacing of the diaphragm on the lateral load distribution, and to determine the most optimal layout, the finite element method was compared with the traditional lateral distribution calculation methods. The results showed that the transverse diaphragms of the three structural forms could reduce the peak value of the vertical mark value of the influence line of the load lateral distribution to a certain extent, and make the influence line of the load lateral distribution more smooth. The stiffness difference between the X-shaped steel truss diaphragm and the V-shaped steel truss diaphragm was very small, and the former was slightly higher than the latter. The steel plate type diaphragm improved the lateral load distribution most obviously. For the side beam, the load lateral distribution factors under the three structural forms were all less than 1% lower than that without the diaphragm, and the load lateral distribution factors of the center beam was reduced by 3.2% at the maximum compared with the case without the diaphragm. The lateral load distribution factor of the side beam under the action of the X-shaped steel truss was slightly better than the lateral load distribution factor under the action of the V-shaped steel truss, while the center beam was the opposite. The change of the interval of the diaphragm under the same structure had little effect on the influence line of the load lateral distribution. It was recommended to choose V-shaped steel trusses with an interval of 10 meters as the diaphragm. The rigid connected beam method was suitable to calculate the composite T-beam with corrugated steel webs. The difference between the lateral distribution factor of the side girder and the finite element method was about 6.92%, and the difference between the middle girder and the finite element method was about 1.22%.
References:
[1] 武海鹏,李杰,陈淮.变截面波形钢腹板组合箱梁剪应力及剪力传递效率分析[J].郑州大学学报(工学版),2017,38(2):83-87.
[2] METWALLY A,LOOV R E.Corrugated steel webs for prestressed concrete girders[J].Materials and structures,2003,36(2):127-134.
[3] 周绪红,孔祥福,侯健,等.波纹钢腹板组合箱梁的抗剪受力性能[J].中国公路学报,2007,20(2):77-82.
[4] OH J Y,LEE D H,KIM K S.Accordion effect of prestressed steel beams with corrugated webs[J].Thin-walled structures,2012,57:49-61.
[5] HASSANEIN M F,ELKAWAS A A,EL HADIDY A M,et al.Shear analysis and design of high-strength steel corrugated web girders for bridge design[J].Engineering structures,2017,146:18-33.
[6] DRIVER R G,ABBAS H H,SAUSE R.Shear behavior of corrugated web bridge girders[J].Journal of structural engineering,2006,132(2):195-203.
[7] 邓文琴,张建东,张鸿,等.节段预制波形钢腹板PC组合箱梁的受力性能[J].华南理工大学学报(自然科学版),2018,46(7):128-136.
[8] 李立峰,侯嘉庆,袁卓亚,等.波形钢腹板组合T梁的设计探索[J].公路交通科技,2014,31(1):67-70,76.
[9] 陈卓异,李传习,黄侨,等.波形钢腹板组合T梁静力性能试验[J].中国公路学报,2018,31(12):196-203,220.
[10] 李斐然,康健,刘东旭.装配式波形钢腹板T梁横向分布系数分析[J].武汉理工大学学报(交通科学与工程版),2016,40(4):684-688.
[11] 马磊,周林云,万水.波形钢腹板连续组合箱梁桥的荷载横向分布[J].公路交通科技,2013,30(5):58-62.
[12] 张鸿,邓文琴,张建东,等.节段预制波形钢腹板组合梁弯曲性能试验研究[J].东南大学学报(自然科学版),2017,47(6):1180-1186.
[13] 梁志雯,王敏,郑和晖,等.节段预制拼装波形钢腹板组合箱梁抗弯性能研究[J].施工技术,2018,47(21):144-148.
[14] 聂鑫,樊健生,雷飞龙,等.改进型波形钢腹板组合箱梁试验研究[J].建筑结构学报,2014,35(11):53-61.
[15] 聂建国,陶慕轩,吴丽丽,等.钢-混凝土组合结构桥梁研究新进展[J].土木工程学报,2012,45(6):110-122.
Similar References:
Memo

-

Last Update: 2021-12-17
Copyright © 2023 Editorial Board of Journal of Zhengzhou University (Engineering Science)