model solid_mechanics_model [
  material elastic [
    # steel
    name = clamp_top
    rho = 8000    # density
	E   = 2e11    # young's modulus
	nu  = 0.3     # poisson's ratio
    finite_deformation = true
  ]

  material elastic [
    # steel
    name = clamp_bottom
    rho = 8000    # density
	E   = 2e11    # young's modulus
	nu  = 0.3     # poisson's ratio
    finite_deformation = true
  ]

  material elastic [
    name = stones
	rho = 1994    # density
	E   = 16.7e9  # young's modulus
	nu  = 0.15    # poisson's ratio
    finite_deformation = true
  ]

  material elastic [
	name = mortar
	rho = 1800    # density
	E   = 5.500e9 # young's modulus
    nu  = 0.15    # poisson's ratio
    finite_deformation = true
  ]
]

user data [
 wall_sizes = [1, 1, 0.2]
 clamp_sizes = [0.05, 0.05, 0.05]

 settle_steps = 0

 max_steps = 100000000
 displacement_increment = 1e-7

 damping_interval = 1000
 damping_ratio = 0.999

 dumping_interval = 10000

 mesh = wall_small_static.msh
]