|
| 1 | +import pytest |
| 2 | +from xsection.library import WideFlange, from_aisc |
| 3 | +from xsection.analysis import SaintVenantSectionAnalysis |
| 4 | +import numpy as np |
| 5 | + |
| 6 | +point_poisson = [#-0.9, -0.5, |
| 7 | + 0, 0.3, 0.499] |
| 8 | + |
| 9 | +def wide_flange_cowper(shape: WideFlange, nu=0.3): |
| 10 | + b = shape.bf |
| 11 | + tf = shape.tf |
| 12 | + tw = shape.tw |
| 13 | + d = shape.d |
| 14 | + |
| 15 | + m = 2*b*tf/(d*tw) |
| 16 | + n = b/d |
| 17 | + |
| 18 | + D = ((12 + 72*m + 150*m**2 + 90*m**3) + nu*(11+66*m + 135*m**2 + 90*m**3) + 30*n**2*(m + m**2) + 5*nu*n**2*(8*m+9*m**2)) |
| 19 | + return (10*(1+nu)*(1+3*m)**2)/D |
| 20 | + |
| 21 | + |
| 22 | +def single_flange_cowper(shape: WideFlange, nu): |
| 23 | + r""" |
| 24 | + $\frac{10(1+\nu)(1+4 m)^2}{\left(12+96 m+276 m^2+192 m^3\right)+\nu\left(11+88 m+248 m^2+216 m^3\right)+30 n^2\left(m+m^2\right)+10 \nu n^2\left(4 m+5 m^2+m^3\right)}$ |
| 25 | + """ |
| 26 | + b = shape.bf |
| 27 | + tf = shape.tf |
| 28 | + tw = shape.tw |
| 29 | + d = shape.d |
| 30 | + |
| 31 | + m = b*tf/(d*tw) |
| 32 | + n = b/d |
| 33 | + D = (12 + 96*m + 276*m**2 + 192*m**3) + nu*(11 + 88*m + 248*m**2 + 216*m**3) + 30*n**2*(m+m**2) + 10*nu*n**2*(4*m+5*m**2+m**3) |
| 34 | + return (10*(1+nu)*(1+4*m)**2)/D |
| 35 | + |
| 36 | + |
| 37 | +def wide_flange_timoshenko(shape: WideFlange, nu=0.3): |
| 38 | + b = shape.bf |
| 39 | + tf = shape.tf |
| 40 | + tw = shape.tw |
| 41 | + d = shape.d |
| 42 | + A = shape.area |
| 43 | + I = shape.elastic.Iy |
| 44 | + return float(8*tw*I/(A*(b*d**2 - (b - tw)*(d - 2*tf)**2))) |
| 45 | + |
| 46 | + |
| 47 | +def wide_flange_newlin(shape: WideFlange, nu=0.3): |
| 48 | + b = shape.bf |
| 49 | + tf = shape.tf |
| 50 | + tw = shape.tw |
| 51 | + d = shape.d |
| 52 | + A = shape.area |
| 53 | + I = shape.elastic.Iy |
| 54 | + d1 = d - 2*tf |
| 55 | + aw = A*b/(64*I**2)*(d1**5*(8*tw/(15*b)+b/tw-4/3)-d1**3*d**2*(2*b/tw-4/3)+d1*d**4*(b/tw)) |
| 56 | + af = A*b/(64*I**2)*(-d1**5/5 + 2/3*d1**3*d**2 - d1*d**4 + 8/15*d**5) |
| 57 | + return float(1/(aw + af)) |
| 58 | + |
| 59 | + |
| 60 | + |
| 61 | + |
| 62 | +def test_poisson(): |
| 63 | + for name in [ "W14x48"]: # "W18x40", |
| 64 | + shape = from_aisc(name, mesh_scale=1/10, fillet=False, mesher="gmsh", mesh_type="T6") |
| 65 | + for nu in [0, 0.3]: |
| 66 | + sv = SaintVenantSectionAnalysis(shape, nu=nu) |
| 67 | + cowper = sv.create_trace(form="geometric").sce() |
| 68 | + assert cowper[0] > 0 |
| 69 | + assert cowper[1] == pytest.approx(wide_flange_cowper(shape, nu=nu), rel=1e-2) |
| 70 | + |
| 71 | + |
| 72 | + |
| 73 | +def test_single_flange(): |
| 74 | + for name in ["WT18x115.5"]: |
| 75 | + shape = from_aisc(name, mesh_scale=1/10, fillet=False, mesher="gmsh", mesh_type="T6") |
| 76 | + shape = shape.translate(-shape.centroid) |
| 77 | + for nu in [0, 0.3]: |
| 78 | + sv = SaintVenantSectionAnalysis(shape, nu=nu) |
| 79 | + cowper = sv.create_trace(form="geometric").sce() |
| 80 | + assert cowper[0] > 0 |
| 81 | + assert cowper[1] == pytest.approx(single_flange_cowper(shape, nu=nu), rel=5e-2) |
| 82 | + |
| 83 | + |
| 84 | + |
| 85 | + |
| 86 | +# def test_material(): |
| 87 | +# for name in ["W18x40"]: |
| 88 | +# shape = from_aisc(name, mesh_scale=1/10, fillet=False, mesher="gmsh", mesh_type="T6") |
| 89 | +# for nu in [0, 0.3]: |
| 90 | +# sv = SaintVenantSectionAnalysis(shape, nu=nu) |
| 91 | +# cowper = sv.create_trace(form="geometric").sce() |
| 92 | +# assert cowper[0] > 0 |
| 93 | +# assert cowper[1] == pytest.approx(wide_flange_cowper(shape, nu=nu), rel=1e-2) |
| 94 | + |
| 95 | + |
| 96 | + |
| 97 | +if __name__ == "__main__": |
| 98 | + import sys |
| 99 | + # "W14x48" |
| 100 | + if len(sys.argv) > 1: |
| 101 | + name = sys.argv[1] |
| 102 | + else: |
| 103 | + name = "W18x40" |
| 104 | + |
| 105 | + print("Section:", name) |
| 106 | + |
| 107 | + shape = from_aisc(name, mesh_scale=1/10, fillet=False, mesher="gmsh") |
| 108 | + |
| 109 | + print("A/(d*tw)", shape.depth*shape.tw/shape.elastic.A) |
| 110 | + for nu in 0.3, 0: |
| 111 | + print(f"nu = {nu}") |
| 112 | + print(" Cowper\t\t", wide_flange_cowper(shape, nu=nu)) |
| 113 | + print(" Timoshenko\t", wide_flange_timoshenko(shape, nu=nu)) |
| 114 | + print(" Newlin\t\t", wide_flange_newlin(shape, nu=nu)) |
| 115 | + |
| 116 | + shear_model = shape._analysis.shear_model(nu=nu) |
| 117 | + Xr = shape._analysis.shear_factor_romano(nu=0.0)[0][1] |
| 118 | + print(" Romano\t\t", Xr) |
| 119 | + print(" Cowper\t\t", shear_model.correction(form="average")) |
| 120 | + print("-"*10, "\n") |
| 121 | + |
0 commit comments