Experimental studies on the dynamic behaviour of a robot cable-detecting system

A cable-detecting robot usually works in a high-altitude environment that spans hundreds of meters. Thus, the stability and safety of the system are very important. To analyse further the dynamic performance of the robot–cable system, similar experimental models of cables on the Junshan Highway Bridge over the ChangJiang River are set up and vibration experiments are conducted. To study the effects of high-altitude wind load on the safe performance of the cable and on the climbing ability of the robot, transverse wind load is simulated and wind-load equivalent experiments on cable vibration are performed. The experimental results indicate that, under Grade 7 wind (wind velocity is less than 61 km/h), the vibration amplitude of the cable is significantly less than 2.5D (D is the diameter of the cable), although the vibration slightly increases. Under the circumstances, the cable cannot be damaged; therefore, the safety of the cable–robot system is demonstrated.

[1]  Ming Gu,et al.  Experimental investigation of rain–wind-induced vibration of cables in cable-stayed bridges and its mitigation , 2005 .

[2]  Acir Mércio Loredo-Souza,et al.  Wind tunnel aeroelastic studies on the behaviour of two parallel cables , 2002 .

[3]  Maurício Felga Gobbi,et al.  Simulation of wind over a relatively complex topography: application to the Askervein Hill , 2012 .

[4]  Guy L. Larose,et al.  Rain / wind induced vibrations of parallel stay cables , 1999 .

[5]  Xingsong Wang,et al.  Helix cable-Detecting robot for cable-stayed Bridge: Design and Analysis , 2014, Int. J. Robotics Autom..

[6]  Yl L. Xu,et al.  Experimental study of wind–rain-induced cable vibration using a new model setup scheme , 2008 .

[7]  Chen Chang Dynamical Similarity Theory Analysis to the Model of Yueyang Dongting Lake Bridge , 2002 .

[8]  Lei Wang,et al.  Cable inspection robot for cable-stayed bridges: Design, analysis, and application , 2011, J. Field Robotics.

[9]  Vincenzo Gattulli,et al.  One-to-two global-local interaction in a cable-stayed beam observed through analytical, finite element and experimental models , 2005 .

[10]  Ma Xiaoyan SIMILARITY DEDUCTION OF TEST MODEL AND NUMERICAL ANALYSIS OF DYNAMICAL ISSUES FOR CABLE-STAYED BRIDGE , 2006 .

[11]  Kenny C. S Kwok,et al.  Aerodynamic Coefficients of Inclined Circular Cylinders with Artificial Rivulet in Smooth Flow , 2006 .

[12]  Du Xiao-qing Testing study on wind pressure distributions of stayed cables with a fixed artificial rivulet , 2005 .

[13]  Emil Simiu,et al.  Wind Effects on Structures: An Introduction to Wind Engineering , 1980 .

[14]  H Ruscheweyh,et al.  Recent research results concerning the exciting mechanisms of rain-wind-induced vibrations , 1998 .

[15]  Kishor C. Mehta,et al.  Full-Scale Measurements to Investigate Rain–Wind Induced Cable-Stay Vibration and Its Mitigation , 2006 .

[16]  Ming Gu,et al.  Experimental and theoretical simulations on wind-rain-induced vibration of 3-D rigid stay cables , 2009 .

[17]  Yi-Qing Ni,et al.  Field observations of rain-wind-induced cable vibration in cable-stayed Dongting Lake Bridge , 2007 .

[18]  Gl Larose,et al.  Experimental study on the wind-induced vibration of a dry inclined cable—Part I: Phenomena , 2008 .

[19]  Liu Zi Test Study of Bridge Structure Models , 1999 .

[20]  Gu Ming Testing Study on Wind Pressure Distributions of Stay Cables with Fixed Artificial Rivulet , 2005 .

[21]  Yaojun Ge,et al.  Wind tunnel test for vortex-induced vibration of vehicle-bridge system section model , 2008 .

[22]  Xingsong Wang,et al.  Dynamic performance of a cable with an inspection robot — analysis, simulation, and experiments , 2013 .