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7 commits
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| a76b423689 |
3 changed files with 364 additions and 350 deletions
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@ -79,56 +79,50 @@ def GetCombAvgStressofStringer(stringerNo, Loadcase):
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rightPStress = GetAvgStressofPanel(rightPID, Loadcase, 'XX')
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return((leftPStress * 0.5 * pThickness[stringerNo - 1] * pWidth + rightPStress * 0.5 * pThickness[stringerNo]*pWidth + avgStringerStress * areaStringer) / (areaStringer + 0.5*pThickness[stringerNo-1] * pWidth + 0.5 * pThickness[stringerNo]*pWidth))
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def GetAlpha(x):
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if(0.4 <= x <= 1.095):
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alpha = 1.4 - 0.628 * x
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elif(1.095 < x <= 1.633):
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alpha = 0.78/x
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elif(x > 1.633):
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alpha = 0.69/(x**0.75)
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else:
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alpha = 0
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return(alpha)
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def GetSigCrip(stringerNo, Loadcase): ## unfinished, need to understand x claulcation still a bit
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x = (dim1/dim2)*math.sqrt(sYield/(3.60*Ebasis))
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#use b1 and b2 for calc
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#E_c = Ebasis
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#no alpha = 1 it is none -> what do then? -> ignore that element in averaging
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#averaging only with elements that cripple
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#if nothing cripples, use yield strength
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b1 = dim1 - dim2
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b2 = dim3 - dim2
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if(0.4 <= x <= 1.095):
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alpha = 1.4 - 0.628 * x
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elif(1.095 < x <= 1.633):
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alpha = 0.78/x
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elif(x > 1.633):
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alpha = 0.69/(x**0.75)
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x1 = (b1/dim2)*math.sqrt(sYield/(3.60*Ebasis))
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alpha1 = GetAlpha(x1)
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#print("x12: " + str(x))
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sigCrip1 = alpha1 * sYield
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x2 = (b2/dim2)*math.sqrt(sYield/(3.60*Ebasis))
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alpha2 = GetAlpha(x2)
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sigCrip2 = alpha2 * sYield
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if(alpha1 != 0 and alpha2 != 0):
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sigCripAVG = (sigCrip1 * b1 * dim2 + sigCrip2 * b2 * dim2 * 2)/(b1 * dim2 + b2 * dim2 * 2)
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elif(alpha1 != 0):
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sigCripAVG = (sigCrip1 * b1 * dim2)/(b1 * dim2)
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elif(alpha2 != 0):
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sigCripAVG = (sigCrip2 * b2 * dim2)/(b2 * dim2)
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else:
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alpha = 1
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sigCripAVG = sYield
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sigCrip12 = alpha * sYield
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x = (dim4/dim2)*math.sqrt(sYield/(3.60*Ebasis))
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if(0.4 <= x <= 1.095):
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alpha = 1.4 - 0.628 * x
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elif(1.095 < x <= 1.633):
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alpha = 0.78/x
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elif(x > 1.633):
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alpha = 0.69/(x**0.75)
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else:
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alpha = 1
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sigCrip24 = alpha * sYield
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x = (dim3/dim2)*math.sqrt(sYield/(3.60*Ebasis))
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if(0.4 <= x <= 1.095):
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alpha = 1.4 - 0.628 * x
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elif(1.095 < x <= 1.633):
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alpha = 0.78/x
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elif(x > 1.633):
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alpha = 0.69/(x**0.75)
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else:
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alpha = 1
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sigCrip23 = alpha * sYield
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# i know this is inefficient and shittily as hell!! its quick and dirty tho
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# TODO: FIX!!
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sigCripAVG = (sigCrip12 * dim1 * dim2 + sigCrip23 * dim2 * dim3 + sigCrip24 * dim2 * dim4)/(dim1 * dim2 + dim2 * dim3 + dim2 * dim4)
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if(sigCripAVG < sYield):
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return sigCripAVG
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else:
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return sYield
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# average only over what can buckle!!! F/A, A = sumOf(bi*ti)
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return min(sigCripAVG, sYield)
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def kBiax(panelNo,Loadcase):
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@ -153,19 +147,28 @@ def RF_panel(panelNo, Loadcase):
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return(result)
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def GetLambda(stringerNo):
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def GetLambda(i): # checked and correct
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I_comb = GetIcomb(i)
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r_gyr = math.sqrt(I_comb/(areaStringer + 0.5 * pThickness[i] * pWidth + 0.5 * pThickness[i+1] * pWidth))
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c = 1
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return(1*pLength/r_gyr)
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sLambda = c*pLength/r_gyr
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return(sLambda)
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def GetSigCRIT(stringerNo, Loadcase):
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sLambda_crit = math.sqrt((2*math.pi*math.pi*Ebasis)/GetSigCrip(i,0))
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if(GetLambda(stringerNo)<sLambda_crit):
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return(GetSigCrip(stringerNo, Loadcase) - ((1/Ebasis)*((GetSigCrip(stringerNo, Loadcase)/(2*math.pi))**2)*(GetLambda(stringerNo)**2)))
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sLambda_crit = math.sqrt((2*math.pi*math.pi*Ebasis)/GetSigCrip(stringerNo,Loadcase))
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# Lambda_crit correct
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hSigCrip = GetSigCrip(stringerNo, Loadcase)
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# SigCrip correct!!
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hLambda = GetLambda(stringerNo-1)
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#print("Lmabda: " + str(hLambda))
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# ISSUE HERE - Lambda off from results
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# no double checking now
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if(hLambda<sLambda_crit):
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return(hSigCrip - ((1/Ebasis)*((hSigCrip/(2*math.pi))**2)*(hLambda**2)))
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else:
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return((math.pi**2)*Ebasis / (GetLambda(stringerNo) ** 2))
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return((math.pi**2)*Ebasis / (hLambda ** 2))
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def GetRFstringer(stringerNo, Loadcase):
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@ -1,10 +1,21 @@
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# ASE Redesign Calculator
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**Important:**
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Version was updated --- new release. There might be issues with the RF of the column buckling. I am unsure at this exact moment.
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Nothing regarding the procedure has changed.
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***
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This redesign calculator requires manual input in Hyperworks, but returns the values needed for the final results csv file.
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It can calculate several results at the same time which I found helpful for comparing and analysing.
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It has the following limitations:
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1. All stringers have to have the same dimensions (panel thickness may vary tho)
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2. Dimensions must be inputted into Python as well as Hyperworks
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[Releases here](https://git.zoerdu.net/Sasha/uni/releases)
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## Quick rundown
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1. Modify the dimensions of the stringers and panels in the *.hm* and *aseredesign.py* file
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2. Run the simulation
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@ -1,2 +1,2 @@
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# Uni stuff
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[aseredesign](https://git.zoerdu.net/Sasha/uni/aseredesign)
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[aseredesign](https://git.zoerdu.net/Sasha/uni/src/branch/main/aseredesign)
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