Shaohong Cheng

Prof. Dr. Shaohong Cheng

Department of Civil & Environmental Engineering, University of Windsor, Windsor, ON N9B 3P4, Canada
orcid

Research Focus & Metrics

Academic Career Length

24Years (2003-Present)

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

Representative Publications

View All Publications
25 July 2018 in Structural Control and Health Monitoring
Verified
Journal Article
Closed access
PDF file
MJMajd Javanbakht
Majd Javanbakht
Shaohong ChengShaohong Cheng
Shaohong Cheng
FGFaouzi Ghrib
Faouzi Ghrib

1 March 2011 in Journal of Cold Regions Engineering
Verified
Journal Article
Closed access
BDBo Diao
Bo Diao
YSYang Sun
Yang Sun
Shaohong ChengShaohong Cheng
Shaohong Cheng
YYYinghua Ye
Yinghua Ye
The effects of mixed corrosion and freeze-thaw cycles on the mechanical properties of concrete prism specimens and the effects of mixed corrosion, freeze-thaw cycles, and persistent loads on the structural behavior of reinforced concrete beams were experimentally studied. A mixed solution of NaCl and Na2SO4 was used as a corrosive medium. Results show that under alternating actions of freeze-thaw and mixed corrosive agents, increasing the number of freeze-thaw cycles decreases the compressive strength and the elastic modulus of concrete and increases the compressive strain corresponding to the maximum compressive stress. The degradation of concrete material properties accelerates with the increase of water-cement ratio. For reinforced concrete beams, a 4% reduction in the loading capacity is found when these are subjected to freeze-thaw cycles and mixed corrosion only. However, if these actions are coupled with persistent loading, as expected during the service life of reinforced concrete structures in co...

9 January 2020 in Structural Control and Health Monitoring
Verified
Journal Article
Closed access
PDF file
MJMajd Javanbakht
Majd Javanbakht
Shaohong ChengShaohong Cheng
Shaohong Cheng
FGFaouzi Ghrib
Faouzi Ghrib

1 February 2016 in Journal of Sound and Vibration
Verified
Journal Article
Closed access
JAJavaid Ahmad
Javaid Ahmad
Shaohong ChengShaohong Cheng
Shaohong Cheng
FGFaouzi Ghrib
Faouzi Ghrib

1 March 2021 in Engineering Structures
Verified
Journal Article
Closed access
AYAmir Younespour
Amir Younespour
Shaohong ChengShaohong Cheng
Shaohong Cheng

1 January 2019 in Physics of Fluids
Verified
Journal Article
Closed access
PDF file
RWRan Wang
Ran Wang
Shaohong ChengShaohong Cheng
Shaohong Cheng
DTDavid Ting
David Ting
Flow around an inclined circular cylinder at yaw angles of α = 0°, 30°, 45°, and 60° has been numerically studied using the delayed detached eddy simulation at a Reynolds number of 1.4 × 104. Periodic boundary conditions are utilized to minimize the end effect. The focus is to explore the effect of yaw angle on the flow structure and the spatial distribution of the cross-flow forces. For the normal flow case, the modulation of the span-wise averaged lift force coefficient is found to be related to the unstable shear layer. For the inclined cases, contours of the sectional lift force coefficient show that the local vortex shedding staggers in time along the axial span at the early stage of the simulation, when the flow approaches the cylinder. After the flow reaches the quasi-periodic state, the axial difference disappears for α > 45° but not for α = 30°. In particular, the axial difference of the sectional lift force coefficient results in a near-zero value of the span-wise averaged lift force coefficient. The transition from a two-dimensional flow to a three-dimensional one is not captured in the current simulation. However, wake visualization indicates a mitigation of von Kármán vortex shedding when the yaw angle is greater than 30°. Although the Strouhal number is well predicted by the Independence Principle (IP), other flow properties are less agreeable with the prediction by IP.