Comparative Study of the Dynamic Response of Concrete Gravity Dams Subjected to Underwater and Air Explosions

AbstractThe response of dam structures subjected to explosion shock loading is a key element in assessments for the dam antiknock safety and antiterrorism applications. The physical processes during an explosive detonated in underwater/air and the subsequent response of structures are extremely complex, involving many complex issues such as the explosion, shock wave propagation, shock wave–structure interaction, and structural response. In addition, there exists a significant contrast in wave propagation phenomena in the water and the air medium due to their different physical properties and interface phenomena. In this paper, a fully coupled numerical approach with combined Lagrangian and Eulerian methods is used to simulate the dynamic responses of a concrete gravity dam subjected to underwater and air explosions. The shock wave propagation characteristics from explosions in water and air are simulated and compared. The damage profiles of concrete gravity dams subjected to underwater and air explosions ...

[1]  Mark Cassidy,et al.  The undrained bearing capacity of a spudcan foundation under combined loading in soft clay , 2011 .

[2]  Yong Lu,et al.  Characterization of structural effects from above-ground explosion using coupled numerical simulation , 2006 .

[3]  Hugo Sol,et al.  Numerical simulation and experimental validation of the dynamic response of aluminum plates under free air explosions , 2013 .

[4]  Jae-Myung Lee,et al.  Blast loaded plates , 2009 .

[5]  Hong Hao,et al.  Numerical simulation of a cable-stayed bridge response to blast loads, Part I: Model development and response calculations , 2010 .

[6]  H. Hao,et al.  A full coupled numerical analysis approach for buried structures subjected to subsurface blast , 2005 .

[7]  Yong Lu,et al.  Evaluation of typical concrete material models used in hydrocodes for high dynamic response simulations , 2009 .

[8]  Bengt Wikman,et al.  Numerical Simulations of Blast Loads and Structural Deformation from Near-Field Explosions in Air , 2011 .

[9]  Leif Bjørnø,et al.  Underwater explosion research using small amounts of chemical explosives , 1976 .

[10]  Michael Stahl,et al.  Hydrocode simulations of air and water shocks for facility vulnerability assessments. , 2004, Journal of hazardous materials.

[11]  G. R. Johnson,et al.  Response of silicon carbide to high velocity impact , 2002 .

[12]  Hong Hao,et al.  Dynamic response analysis of a building structure subjected to ground shock from a tunnel explosion , 2006 .

[13]  David P. Thambiratnam,et al.  Blast and residual capacity analysis of reinforced concrete framed buildings , 2011 .

[14]  Chao Wang,et al.  Numerical simulation of failure modes of concrete gravity dams subjected to underwater explosion , 2014 .

[15]  Zhongqi Wang,et al.  A comparative study of buried structure in soil subjected to blast load using 2D and 3D numerical simulations , 2005 .

[16]  Guowei Ma,et al.  Assessment of underground tunnel stability to adjacent tunnel explosion , 2013 .

[17]  Anirban De,et al.  Numerical simulation of surface explosions over dry, cohesionless soil , 2012 .

[18]  Herbert Linsbauer Hazard potential of zones of weakness in gravity dams under impact loading conditions , 2011 .

[19]  Wei Wang,et al.  Experimental study and numerical simulation of the damage mode of a square reinforced concrete slab under close-in explosion , 2013 .

[20]  G. R. Johnson,et al.  Response of aluminum nitride (including a phase change) to large strains, high strain rates, and high pressures , 2003 .

[21]  Nicola Augenti,et al.  Influence of seismic design criteria on blast resistance of RC framed buildings: A case study , 2012 .

[22]  G. R. Johnson,et al.  Response of boron carbide subjected to large strains, high strain rates, and high pressures , 1999 .

[23]  Hong Hao,et al.  Numerical simulation of a cable-stayed bridge response to blast loads, Part II: Damage prediction and FRP strengthening , 2010 .

[24]  D. Benson Computational methods in Lagrangian and Eulerian hydrocodes , 1992 .

[25]  Ding Gangyi,et al.  A finite element analysis of ship sections subjected to underwater explosion , 2011 .

[26]  Guowei Ma,et al.  Simplified Damage Assessment Method for Buried Structures against External Blast Load , 2010 .

[27]  Yu Chen,et al.  The evaluation method of total damage to ship in underwater explosion , 2011 .

[28]  G. R. Johnson,et al.  Characterization and evaluation of silicon carbide for high-velocity impact , 2005 .