PipeLCrackR6: R6 analysis for Surface Cracks in Pipe

Description Usage Arguments Examples

Description

Usage

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PipeLCrackR6(Ro = 0.291, Ri = 0.275, p = 8e+06, a = 0.011, Su = 6.18e+08, Sy = 5.14e+08, K1c = 1.19e+08)

Arguments

Ro
Ri
p
a
Su
Sy
K1c

Examples

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#section 4.5 example
Su<-618e6
Sy<-514e6
#posision a
k1c<-RolfeBarsom(Cv=47.5)
res1<-PipeLCrackR6(K1c=k1c)
DrawR6(Kr=res1[1],Lr=res1[2],Su=Su,Sy=Sy,pch=0); par(new=T)
#posision b
k1c<-RolfeBarsom(Cv=52.0)
res1<-PipeLCrackR6(K1c=k1c)
DrawR6(Kr=res1[1],Lr=res1[2],Su=Su,Sy=Sy,pch=1); par(new=T)
#posision c
k1c<-RolfeBarsom(Cv=66.1)
res1<-PipeLCrackR6(K1c=k1c)
DrawR6(Kr=res1[1],Lr=res1[2],Su=Su,Sy=Sy,pch=2); par(new=T)
#posision a
k1c<-RolfeBarsom(Cv=70.0)
res1<-PipeLCrackR6(K1c=k1c)
DrawR6(Kr=res1[1],Lr=res1[2],Su=Su,Sy=Sy,pch=3); par(new=T)

ShinsukeSakai0321/FFS documentation built on May 20, 2019, 5:09 p.m.