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Searched refs:beam_wy (Results 1 – 12 of 12) sorted by relevance

/dports/science/chrono/chrono-7.0.1/src/tests/unit_tests/fea/
H A Dutest_FEA_beams_static.cpp42 const double beam_wy = 0.012; variable
104 beam_wy, // width of section in y direction in IGA_test()
152 beam_wy, // width of section in y direction in EULER_test()
204 …E_mod * nu_rat * ( (1./12)* beam_wz * pow(beam_wy,3) + (1./12)* beam_wz * pow(beam_wy,3)), ///< to… in EULER_test_offset()
213 …rho * ( (1./12)* beam_wz * pow(beam_wy,3) + (1./12)* beam_wz * pow(beam_wy,3)) ///< polar inertia … in EULER_test_offset()
262 …hInertiaCosseratSimple>(rho, beam_wy*beam_wz, rho * (1./12)* beam_wz * pow(beam_wy,3), rho * (1./1… in IGA_test_offset()
267 …( (1./12)* beam_wz * pow(beam_wy,3) + (1./12)* beam_wz * pow(beam_wy,3)), ///< torsion constant, … in IGA_test_offset()
270 beam_wy*beam_wz, ///< A area in IGA_test_offset()
333 …hInertiaCosseratSimple>(rho, beam_wy*beam_wz, rho * (1./12)* beam_wz * pow(beam_wy,3), rho * (1./1… in IGA_test_offset_rigidity()
336 E_mod * beam_wy*beam_wz, // Axial rigidity in IGA_test_offset_rigidity()
[all …]
/dports/science/chrono/chrono-7.0.1/src/demos/fea/
H A Ddemo_FEA_beams_rotor.cpp52 double beam_wy = 0.02; in main() local
146 msection->SetAsRectangularSection(beam_wy, beam_wz); in main()
169 beam_wy, // width of section in y direction in main()
189 double Izz = (1.0 / 12.0) * beam_wz * pow(beam_wy, 3); in main()
190 double Iyy = (1.0 / 12.0) * beam_wy * pow(beam_wz, 3); in main()
193 beam_Young * beam_wy * beam_wz, in main()
197 beam_Young * 0.3 * beam_wy * beam_wz, in main()
198 beam_Young * 0.3 * beam_wy * beam_wz, in main()
205 beam_density * beam_wy * beam_wz, in main()
214 …msection->SetDrawShape(chrono_types::make_shared<ChBeamSectionShapeRectangular>(beam_wy, beam_wz)); in main()
H A Ddemo_FEA_beamsIGA.cpp75 double beam_wy = 0.012; in MakeAndRunDemo0() local
173 double beam_wy = 0.012; in MakeAndRunDemo1() local
177 minertia->SetAsRectangularSection(beam_wy, beam_wz, in MakeAndRunDemo1()
183 …melasticity->SetAsRectangularSection(beam_wy, beam_wz); // automatically sets A, Ixx, Iyy, Ksy, K… in MakeAndRunDemo1()
189 msection->SetDrawThickness(beam_wy, beam_wz); in MakeAndRunDemo1()
233 (3 * melasticity->GetYoungModulus() * (1. / 12.) * beam_wz * pow(beam_wy, 3)) + in MakeAndRunDemo1()
235 …(Ks_y * melasticity->GetGshearModulus() * beam_wz * beam_wy); // = (P*L^3)/(3*E*I) + (P*L)/(k*A*G) in MakeAndRunDemo1()
273 double beam_wy = 0.012; in MakeAndRunDemo2() local
368 double beam_wy = 0.012; in MakeAndRunDemo3() local
372 minertia->SetAsRectangularSection(beam_wy, beam_wz, in MakeAndRunDemo3()
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H A Ddemo_FEA_beams_constr.cpp116 double beam_wy = 0.10; in main() local
124 …minertia->SetAsRectangularSection(beam_wy, beam_wz, 2700); // automatically sets A etc., from wid… in main()
129 melasticity->SetAsRectangularSection(beam_wy, beam_wz); in main()
133 msection1->SetDrawThickness(beam_wy, beam_wz); in main()
H A Ddemo_FEA_beamsEuler.cpp65 double beam_wy = 0.012; in main() local
67 msection->SetAsRectangularSection(beam_wy, beam_wz); in main()
H A Ddemo_FEA_beams_static.cpp100 double beam_wy = 0.01237; // 12.7; in main() local
106 msection->SetAsRectangularSection(beam_wy, beam_wz); in main()
H A Ddemo_FEA_loads_statics.cpp68 double beam_wy = 0.1; in test_1() local
70 msection->SetAsRectangularSection(beam_wy, beam_wz); in test_1()
H A Ddemo_FEA_loads_dynamics.cpp76 double beam_wy = 0.1; in main() local
78 msection->SetAsRectangularSection(beam_wy, beam_wz); in main()
/dports/science/chrono/chrono-7.0.1/src/demos/python/fea/
H A Ddemo_FEA_beams_constr.py99 beam_wy = 0.10 variable
106 minertia.SetAsRectangularSection(beam_wy, beam_wz, 2700) # automatically sets A etc., from width, …
111 melasticity.SetAsRectangularSection(beam_wy, beam_wz)
115 msection1.SetDrawThickness(beam_wy, beam_wz)
H A Ddemo_FEA_beams.py43 beam_wy = 0.012 variable
45 msection.SetAsRectangularSection(beam_wy, beam_wz)
H A Ddemo_FEA_loads_dynamic.py60 beam_wy = 0.1 variable
62 msection.SetAsRectangularSection(beam_wy, beam_wz)
H A Ddemo_FEA_loads_static.py45 beam_wy = 0.1 variable
47 msection.SetAsRectangularSection(beam_wy, beam_wz)