Yunfeng Zou

Dr. Yunfeng Zou

orcid

Research Focus & Metrics

Academic Career Length

11Years (2016-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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17 March 2017 in Structure and Infrastructure Engineering
Verified
Journal Article
Closed access
XHXuhui He
Xuhui He
TWTeng Wu
Teng Wu
YZYunfeng Zou
Yunfeng Zou
YCY. Frank Chen
Y. Frank Chen
HGHui Guo
Hui Guo
ZYZhiwu Yu
Zhiwu Yu
China’s high-speed railway (HSR) construction industry has been experiencing a golden period of opportunities in the recent decades. Due to the necessity of protecting arable lands and the advantage of rapid construction, bridges (elevated structures) are predominantly used in China’s HSRs, which must meet the critical small settlement requirement. This article first reviews the main technical standards of small- to medium-span HSR bridges, where their comparison with the Japanese standard and International Union of Railway standards is highlighted. Then, the long-span HSR steel bridges are described and discussed case by case. Based on the engineering practice of HSRs, the main achievements and key technologies of HSR bridges in China are provided, followed by the opportunities and challenges of the current and future developments of HSR bridges.

3 August 2022 in Journal of Wind Engineering and Industrial Aerodynamics
Verified
Journal Article
Closed access
LLLulu Liu
Lulu Liu
YZYunfeng Zou
Yunfeng Zou
XHXuhui He
Xuhui He
JYJiafeng Yang
Jiafeng Yang
ZWZhen Wang
Zhen Wang
DGDianyi Guo
Dianyi Guo

5 June 2020 in Advances in Structural Engineering
Verified
Journal Article
Closed access
PDF file
XHXuhui He
Xuhui He
FXFanrong Xue
Fanrong Xue
YZYunfeng Zou
Yunfeng Zou
SCSuren Chen
Suren Chen
YHYan Han
Yan Han
BMBaihu Ma
Baihu Ma
Accurately quantifying the aerodynamic forces acting on vehicles and long-span bridges is critical for assessing the safety of moving vehicles on bridges which are subjected to strong wind. It is necessary to consider the aerodynamic interference between vehicles and the bridge, especially for this with the bluff body section and wind barriers. However, very few investigations have been carried out to find aerodynamic coefficients of vehicles on a bridge with the bluff body section and considering the effect of wind barrier. This article therefore carried out wind tunnel tests to determine aerodynamic coefficients of container truck on a bridge with a π-cross section and wind barriers. The influence of vehicle position in different road lanes of the bridge deck and the aerodynamic interference between vehicles on the aerodynamic characteristics of the vehicle and the bridge are investigated. Different heights and ventilation ratios of wind barrier are taken into consideration to examine variations of aerodynamic coefficients with different wind barriers. Furthermore, the change mechanism in the aerodynamic coefficients of the vehicles is observed by analyzing the wind pressure distribution on the surface of the vehicles. The test results show that the different lane locations of the vehicle affect the aerodynamic coefficients significantly, as well as the aerodynamic interference between vehicles with transverse arrangement or longitudinal arrangement, especially for the side force coefficient. The existence of wind barrier reduces the side force coefficients of the vehicle remarkably. Such effects also vary with the ventilation ratio and height of wind barrier.

12 July 2022 in Journal of Wind Engineering and Industrial Aerodynamics
Verified
Journal Article
Closed access
WYWeichao Yang
Weichao Yang
HYHuan Yue
Huan Yue
EDE. Deng
E. Deng
XHXuhui He
Xuhui He
YZYunfeng Zou
Yunfeng Zou
YWYouwu Wang
Youwu Wang

1 March 2018 in Journal of Sound and Vibration
Verified
Journal Article
Closed access
HJHaiquan Jing
Haiquan Jing
XHXuhui He
Xuhui He
YZYunfeng Zou
Yunfeng Zou
HWHanfeng Wang
Hanfeng Wang

14 March 2023 in Journal of Wind Engineering and Industrial Aerodynamics
Verified
Journal Article
Closed access
LLLulu Liu
Lulu Liu
YZYunfeng Zou
Yunfeng Zou
XHXuhui He
Xuhui He
XZXuhong Zhou
Xuhong Zhou
CCChenzhi Cai
Chenzhi Cai
JYJiafeng Yang
Jiafeng Yang