Considering one single 4 noded shell element with mass equal to vol * density = 2*2*2*0.07 = 0.56.
From this it follows that each node has a mass of 0.56/4 = 0.14.
In addition, there are two lumped masses defined via *element_mass:
at node 2, lumped mass = 0.10
at node 3, lumped mass = 0.20
This means that:
node 1: 0.14 (nodal structual mass)
node 2: 0.14 + 0.10 = 0.24 (nodal structual + lumped mass)
node 3: 0.14 + 0.20 = 0.34 (nodal structual + lumped mass)
node 4: 0.14 (nodal structual mass)
Furthermore, Nodes 1 and 3 are included in a nodal rigid body via *constrained_nodal_rigid_body.
"total mass of body =0.86" and "t o t a l m a s s = 0.86"
"total mass of lumped masses = 0.30"
"mass of nodal rigid body = 0.48"
"m a s s p r o p e r t i e s o f p a r t # 1 total mass of part = 0.28"
"lumped mass in deformable part of structure mass= 0.10".
"part id = 1 mass= 0.56 mass in rigid body= 0.28"
"nodal rigid body ID 100 mass= 0.48" "total nodal rigid body mass= 0.48"