material

load

β

λ

${\Vert \cdot \Vert }_{T,\gamma }$

${\Vert \cdot \Vert }_{S,s}$

${\Vert \cdot \Vert }_{T,\gamma }$

${\Vert \cdot \Vert }_{S,s}$

PA

${\sigma }_{0.3}$

0.061

0.083

654.621

683.217

${\sigma }_{0.4}$

−0.011

0.015

570.776

599.720

${\sigma }_{0.5}$

−0.050

−0.027

530.258

561.334

PA + UDD

${\sigma }_{0.3}$

0.020

0.002

623.307

598.596

${\sigma }_{0.4}$

−0.025

0.011

561.117

608.101

${\sigma }_{0.5}$

−0.047

0.009

530.750

600.000

PA + CNT

${\sigma }_{0.3}$

0.011

0.012

585.827

588.197

${\sigma }_{0.4}$

−0.075

0.034

481.834

613.805

${\sigma }_{0.5}$

−0.126

0.022

433.514

614.225