Experimental Study on the Performance of Polyurethane-Steel Sandwich Structure under Debris Flow

Polyurethane-steel sandwich structure, which creatively uses the polyurethane-steel sandwich composite as a structural material, is proposed to strengthen the impact resistance of buildings under debris flow. The impact resistance of polyurethane-steel sandwich structure under debris flow is investigated by a series of impact loading tests, compared with that of traditional steel frame structures. Additionally, further discussions regarding the hidden mechanism are performed. During the whole impact process, as for steel frame structure, the impacted column appeared obvious local deformation both at its column base and on the impact surface, leading to remarkable decrease of its impact resistance; while the stress and strain of polyurethane-steel sandwich structure develops more uniformly and distribute further in the whole structure, maintaining excellent integrity and impact transmission capability. The impact loading tests confirm that polyurethane-steel sandwich structure possesses superior impact resistance under debris flow. This is of great practical significance for the prevention and reduction of geological disasters.

[1]  Kaoshan Dai,et al.  Experimental and analytical study on the performance of particle tuned mass dampers under seismic excitation , 2017 .

[2]  Atsushi Yashima,et al.  Estimating the impact force generated by granular flow on a rigid obstruction , 2009 .

[3]  Roberto Santacroce,et al.  Characteristics of May 5–6, 1998 volcaniclastic debris flows in the Sarno area (Campania, southern Italy): relationships to structural damage and hazard zonation , 2004 .

[4]  Gangbing Song,et al.  Vibration Control of a Pipeline Structure Using Pounding Tuned Mass Damper , 2016 .

[5]  Zheng Lu,et al.  Study on Dynamic Response of Novel Masonry Structures Impacted by Debris Flow , 2017 .

[6]  Y. You,et al.  Experimental study on a debris-flow drainage channel with different types of energy dissipation baffles , 2017 .

[7]  Gangbing Song,et al.  Optimum design of a novel pounding tuned mass damper under harmonic excitation , 2017 .

[8]  Janusz Datta,et al.  Advanced coating of interior of tanks for rising environmental safety - novel applications of polyurethanes , 2008 .

[9]  Alessandro Leonardi,et al.  Particle–Fluid–Structure Interaction for Debris Flow Impact on Flexible Barriers , 2014, Comput. Aided Civ. Infrastructure Eng..

[10]  Hung-Pin Huang,et al.  IMPACT FORCE OF DEBRIS FLOW ON FILTER DAM , 2007 .

[11]  Nicola Sciarra,et al.  SPH modeling of fast muddy debris flow: numerical and experimental comparison of certain commonly utilized approaches , 2013 .

[12]  Ikuo Towhata,et al.  Experimental Study of Dry Granular Flow and Impact Behavior Against a Rigid Retaining Wall , 2013, Rock Mechanics and Rock Engineering.

[13]  Gangbing Song,et al.  Seismic Control of Power Transmission Tower Using Pounding TMD , 2013 .

[14]  Tommy Cousins,et al.  Flexural Lateral Load Distribution Characteristics of Sandwich Plate System Bridges: Parametric Investigation , 2010 .

[15]  H. N. Narasimha Murthy,et al.  Fatigue studies of polyurethane sandwich structures , 2004 .

[16]  Peggy A. Johnson,et al.  SLIT DAM DESIGN FOR DEBRIS FLOW MITIGATION , 1989 .

[17]  Xilin Lu,et al.  Shaking table test and numerical simulation of an RC frame‐core tube structure for earthquake‐induced collapse , 2016 .

[18]  Xilin Lu,et al.  Discrete element method simulation and experimental validation of particle damper system , 2014 .

[19]  Paul M. Santi,et al.  Exploration of design parameters for a dewatering structure for debris flow mitigation , 2016 .

[20]  R. Iverson,et al.  U. S. Geological Survey , 1967, Radiocarbon.

[21]  Qiang Xu,et al.  SPH model for fluid–structure interaction and its application to debris flow impact estimation , 2017, Landslides.

[22]  Hiroki Tamai,et al.  Shock-absorbing capability of lightweight concrete utilizing volcanic pumice aggregate , 2015 .

[23]  Robin Spence,et al.  Building vulnerability and human casualty estimation for a pyroclastic flow: a model and its application to Vesuvius , 2004 .

[24]  Guangqi Chen,et al.  3D numerical simulation of debris-flow motion using SPH method incorporating non-Newtonian fluid behavior , 2016, Natural Hazards.

[25]  Zheng Lu,et al.  An experimental study of vibration control of wind-excited high-rise buildings using particle tuned mass dampers , 2016 .

[26]  Hyo-Sub Kang,et al.  The physical vulnerability of different types of building structure to debris flow events , 2016, Natural Hazards.

[27]  Mohamed Naaim,et al.  SPH-based numerical investigation of mudflow and other complex fluid flow interactions with structures , 2007 .

[28]  J. Yeh,et al.  Sandwich-structured rGO/PVDF/PU multilayer coatings for anti-corrosion application , 2017 .

[29]  Xilin Lu,et al.  Preliminary Study on the Damping Effect of a Lateral Damping Buffer under a Debris Flow Load , 2017 .

[30]  J. M. Arenas,et al.  Mechanical behavior of polyurethane adhesive joints used in laminated materials for marine structures , 2016 .

[31]  Oldrich Hungr,et al.  Quantitative analysis of debris torrent hazards for design of remedial measures , 1984 .

[32]  A. Szarnik,et al.  Application of steel sandwich panels to hull structure of two-segment inland navigation passenger ship , 2006 .

[33]  Wei Fang-qiang(韦方强),et al.  Experimental research of reinforced concrete buildings struck by debris flow in mountain areas of western China , 2007 .

[34]  C. J. van Westen,et al.  The application of numerical debris flow modelling for the generation of physical vulnerability curves , 2011 .

[35]  Yu Zhang,et al.  Experimental research of reinforced concrete buildings struck by debris flow in mountain areas of western China , 2006, Wuhan University Journal of Natural Sciences.

[36]  Kaiheng Hu,et al.  Characteristics of damage to buildings by debris flows on 7 August 2010 in Zhouqu, Western China , 2012 .

[37]  Xingzhang Chen,et al.  The formation of the Wulipo landslide and the resulting debris flow in Dujiangyan City, China , 2017, Journal of Mountain Science.

[38]  F. Wei,et al.  Real‐time measurement and preliminary analysis of debris‐flow impact force at Jiangjia Ravine, China , 2011 .

[39]  Hong-Kai Chen,et al.  Research on method to calculate velocities of solid phase and liquid phase in debris flow , 2006 .

[40]  P. Cui,et al.  Failure modes of reinforced concrete columns of buildings under debris flow impact , 2015, Landslides.