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. 2016 Aug 19;87(2):183–192. doi: 10.2319/092615-651.1

Table 2.

FEM Studies and Their Reported PDL Modulus Values

Author
Modulus
Sample
Method
Model
Linear
Tanne (1998) 0.68 MPa Human Load-displacement Linear
Jones (2001) 1 MPa Human Load-displacement Linear
Canales et al. (2013) 1.75 GPa Human Load-displacement Linear
Piecewise Linear and Bilinear
Poppe (2002) E1 = .05 MPa Human Load-displacement Bilinear
E2 = .28 MPa
Cattaneo (2005) <−93% = 8.5 MPa Human Load-displacement Piecewise
0 to −93% = 0.005 MPa
0 to 25% = 0.004 MPa
25 to 50% = 0.44 MPa
>50% = 0.032 MPa
Qian (2009) E1 = 0.1 MPa Porcine Intrusion/extrusion Bilinear
E2 = 0.8 MPa
Dong-Xu (2011) E1 = 0.04 MPa E2= 0.016 MPa Human Load-displacement Bilinear
Continuous Nonlinear
Natali (2004) Constitutive equation Human Load-displacement Mooney-Rivlin
Qian (2009) Constitutive equation Porcine Intrusion/ extrusion Mooney-Rivlin