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/dports/science/tfel-edf/tfel-3.2.1/mfront/tests/behaviours/references/
H A Dplasticity.ref8 # 8 column : 1th component of the stresses
9 # 9 column : 2th component of the stresses
10 # 10 column : 3th component of the stresses
11 # 11 column : 4th component of the stresses
12 # 12 column : 5th component of the stresses
13 # 13 column : 6th component of the stresses
/dports/science/tfel/tfel-3.4.0/mfront/tests/behaviours/references/
H A Dplasticity.ref8 # 8 column : 1th component of the stresses
9 # 9 column : 2th component of the stresses
10 # 10 column : 3th component of the stresses
11 # 11 column : 4th component of the stresses
12 # 12 column : 5th component of the stresses
13 # 13 column : 6th component of the stresses
/dports/science/py-obspy/obspy-1.2.2/misc/docs/source/bibliography/
H A DSpudich.bib29 title = {Transient stresses at Parkfield, California, produced by the M 7.4 Landers earthquake of J…
35 …stresses induced at regional distances by the Landers surface waves are much larger than the expec…
/dports/science/py-ase/ase-3.22.0/ase/calculators/
H A Dlj.py199 stresses = np.zeros((natoms, 3, 3))
234 stresses[ii] += 0.5 * np.dot(
240 stresses = full_3x3_to_voigt_6_stress(stresses)
241 self.results['stress'] = stresses.sum(axis=0) / self.atoms.get_volume()
242 self.results['stresses'] = stresses / self.atoms.get_volume()
/dports/audio/festival/festival/src/modules/Lexicon/
H A Dlex_aux.cc45 static void split_stress(LISP phones, LISP &phs, LISP &stresses);
74 LISP syl,syls,p,phs,stresses,s; in lex_syllabify_phstress() local
78 split_stress(phones,phs,stresses); in lex_syllabify_phstress()
80 for (syl=NIL,syls=NIL,p=phs,s=stresses; in lex_syllabify_phstress()
100 static void split_stress(LISP phones, LISP &phs, LISP &stresses) in split_stress() argument
128 stresses = reverse(ns); in split_stress()
/dports/cad/calculix-ccx/CalculiX/ccx_2.18/test/
H A Dbeampiso2.dat.ref2 stresses (elem, integ.pnt.,sxx,syy,szz,sxy,sxz,syz) for set E1 and time 0.1000000E-01
24 stresses (elem, integ.pnt.,sxx,syy,szz,sxy,sxz,syz) for set E1 and time 0.2000000E-01
46 stresses (elem, integ.pnt.,sxx,syy,szz,sxy,sxz,syz) for set E1 and time 0.3500000E-01
68 stresses (elem, integ.pnt.,sxx,syy,szz,sxy,sxz,syz) for set E1 and time 0.5750000E-01
90 stresses (elem, integ.pnt.,sxx,syy,szz,sxy,sxz,syz) for set E1 and time 0.9125000E-01
112 stresses (elem, integ.pnt.,sxx,syy,szz,sxy,sxz,syz) for set E1 and time 0.1418750E+00
134 stresses (elem, integ.pnt.,sxx,syy,szz,sxy,sxz,syz) for set E1 and time 0.2178125E+00
156 stresses (elem, integ.pnt.,sxx,syy,szz,sxy,sxz,syz) for set E1 and time 0.3178125E+00
178 stresses (elem, integ.pnt.,sxx,syy,szz,sxy,sxz,syz) for set E1 and time 0.4178125E+00
200 stresses (elem, integ.pnt.,sxx,syy,szz,sxy,sxz,syz) for set E1 and time 0.5178125E+00
[all …]
H A Dmodelchel3.dat.ref2 stresses (elem, integ.pnt.,sxx,syy,szz,sxy,sxz,syz) for set E1 and time 0.1000000E+01
13 stresses (elem, integ.pnt.,sxx,syy,szz,sxy,sxz,syz) for set E1 and time 0.2000000E+01
16 stresses (elem, integ.pnt.,sxx,syy,szz,sxy,sxz,syz) for set E1 and time 0.3000000E+01
27 stresses (elem, integ.pnt.,sxx,syy,szz,sxy,sxz,syz) for set E1 and time 0.4000000E+01
38 stresses (elem, integ.pnt.,sxx,syy,szz,sxy,sxz,syz) for set E1 and time 0.5000000E+01
H A Dmodelchel2.dat.ref2 stresses (elem, integ.pnt.,sxx,syy,szz,sxy,sxz,syz) for set E1 and time 0.1000000E+01
13 stresses (elem, integ.pnt.,sxx,syy,szz,sxy,sxz,syz) for set E1 and time 0.2000000E+01
16 stresses (elem, integ.pnt.,sxx,syy,szz,sxy,sxz,syz) for set E1 and time 0.3000000E+01
/dports/math/gismo/gismo-21.12.0/extensions/gsElasticity/examples/
H A DplateWithHoleMP_linElast_2D.cpp115 gsPiecewiseFunction<> stresses; in main() local
116 assembler.constructCauchyStresses(solution,stresses,stress_components::all_2D_vector); in main()
117 gsField<> stressField(assembler.patches(),stresses,true); in main()
126 gsField<> stressField(assembler.patches(),stresses,true); in main()
142 stresses.piece(1).eval_into(A,res); in main()
H A DplateWithHole_linElast_2D.cpp110 gsPiecewiseFunction<> stresses; in main() local
111 assembler.constructCauchyStresses(solution,stresses,stress_components::all_2D_vector); in main()
118 gsField<> stressField(assembler.patches(),stresses,true); in main()
135 stresses.piece(0).eval_into(A,res); in main()
H A DmuscleBeam_mixedNonLinElast_3Dt.cpp125 gsPiecewiseFunction<> stresses; in main() local
129 gsField<> stressField(assembler.patches(),stresses,true); in main()
147 assembler.constructCauchyStresses(displacement,pressure,stresses,stress_components::von_mises); in main()
167 … assembler.constructCauchyStresses(displacement,pressure,stresses,stress_components::von_mises); in main()
H A Dcooks_nonLinElast_2D.cpp95 gsPiecewiseFunction<> stresses; in main() local
96 assembler.constructCauchyStresses(displacement,stresses,stress_components::von_mises); in main()
102 gsField<> stressField(assembler.patches(),stresses,true); in main()
H A DflappingBeam_CSM1_nonLinElast_2D.cpp96 gsPiecewiseFunction<> stresses; in main() local
97 assembler.constructCauchyStresses(solution,stresses,stress_components::von_mises); in main()
103 gsField<> stressField(assembler.patches(),stresses,true); in main()
/dports/science/code_saturne/code_saturne-7.1.0/src/user_examples/
H A Dcs_user_extra_operations-nusselt_and_friction_calculation.c120 cs_real_t srfbn, srfnor[3], fornor, stresses[3]; in cs_user_extra_operations() local
186 stresses[0] = (forbr[f_id][0] - fornor*srfnor[0]) / srfbn; in cs_user_extra_operations()
187 stresses[1] = (forbr[f_id][1] - fornor*srfnor[1]) / srfbn; in cs_user_extra_operations()
188 stresses[2] = (forbr[f_id][2] - fornor*srfnor[2]) / srfbn; in cs_user_extra_operations()
190 loc_friction[ielt] = cs_math_3_norm(stresses); in cs_user_extra_operations()
H A Dcs_user_postprocess-profiles.c499 cs_real_3_t *stresses; in cs_user_postprocess_values() local
500 BFT_MALLOC(stresses, n_b_faces, cs_real_3_t); in cs_user_postprocess_values()
501 cs_post_stress_tangential(n_b_faces, b_face_list, stresses); in cs_user_postprocess_values()
534 val[i] = cs_math_3_norm(stresses[i]) * div_half_ro0_uref2; in cs_user_postprocess_values()
545 val[i] = copysign(val[i], stresses[i][0]); in cs_user_postprocess_values()
577 BFT_FREE(stresses); in cs_user_postprocess_values()
/dports/science/py-pymatgen/pymatgen-2022.0.15/pymatgen/analysis/elasticity/
H A Delastic.py99 def from_diff_fit(cls, strains, stresses, eq_stress=None, order=2, tol=1e-10): argument
112 return cls(diff_fit(strains, stresses, eq_stress, order, tol)[order - 2])
492 def from_pseudoinverse(cls, strains, stresses): argument
508 stresses = np.array([Stress(stress).voigt for stress in stresses])
512 voigt_fit = np.transpose(np.dot(np.linalg.pinv(strains), stresses))
530 ss_dict = get_strain_state_dict(strains, stresses, eq_stress=eq_stress)
594 c_list = diff_fit(strains, stresses, eq_stress, order, tol)
879 def diff_fit(strains, stresses, eq_stress=None, order=2, tol=1e-10): argument
939 def find_eq_stress(strains, stresses, tol=1e-10): argument
948 stress_array = np.array(stresses)
[all …]
/dports/science/tfel/tfel-3.4.0/docs/mtest/mtest/
H A DStressEpsilon.md2 equilibrium has been found: one on strains, the other on stresses.
4 This criterium on stresses checks that the residual of the Newton
6 which is a convenient value if stresses are expressed in Pa.
/dports/science/tfel-edf/tfel-3.2.1/docs/mtest/mtest/
H A DStressEpsilon.md2 equilibrium has been found: one on strains, the other on stresses.
4 This criterium on stresses checks that the residual of the Newton
6 which is a convenient value if stresses are expressed in Pa.
/dports/multimedia/v4l_compat/linux-5.13-rc2/tools/testing/selftests/cgroup/
H A Dwith_stress.sh45 declare -a stresses
72 stresses+=($func)
80 for s in ${stresses[*]} ; do
/dports/multimedia/libv4l/linux-5.13-rc2/tools/testing/selftests/cgroup/
H A Dwith_stress.sh45 declare -a stresses
72 stresses+=($func)
80 for s in ${stresses[*]} ; do
/dports/multimedia/v4l-utils/linux-5.13-rc2/tools/testing/selftests/cgroup/
H A Dwith_stress.sh45 declare -a stresses
72 stresses+=($func)
80 for s in ${stresses[*]} ; do
/dports/science/tfel/tfel-3.4.0/docs/mfront/stress-potentials/
H A DDDIF2.md26 - the fracture stresses in each direction. Two options can be used to
28 - if the `fracture_stress` option is used, the fracture stresses
31 describe the fracture stresses in each of the three directions.
32 - the softening slopes stresses in each direction. Two options can be
76 Here, the fracture stresses are different in each direction. The
/dports/science/tfel-edf/tfel-3.2.1/docs/web/
H A DDDIF2Brick.md32 - the fracture stresses in each direction. Two options can be used to
34 - if the `fracture_stress` option is used, the fracture stresses
37 describe the fracture stresses in each of the three directions.
38 - the softening slopes stresses in each direction. Two options can be
82 Here, the fracture stresses are different in each direction. The
/dports/science/tfel-edf/tfel-3.2.1/docs/mfront/stress-potentials/
H A DDDIF2.md26 - the fracture stresses in each direction. Two options can be used to
28 - if the `fracture_stress` option is used, the fracture stresses
31 describe the fracture stresses in each of the three directions.
32 - the softening slopes stresses in each direction. Two options can be
76 Here, the fracture stresses are different in each direction. The
/dports/science/siesta/siesta-4.1.5/Src/
H A Dmetaforce.F87 subroutine meta(xa,na,ucell,Emeta,fa,stress,forces,stresses) argument
100 logical, intent(in) :: stresses
136 if (stresses) then
190 if (stresses) then

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