RF-CONCRETE Members

RF-CONCRETE Members

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2.4.9 收敛性

Newton-RaphsonRiks / Wempner / Wessels

RF-CONCRETE Members -

ε1 = 1/γi - 1/γi-1  Toleranz 1 

γ ε1

ε2 = EIi - EIi-2 2 / EIi2  Toleranz 2 

ε3 = ui - ui-1  Toleranz 3 fix 

≤0.1mm

“” 2.30

2.30

ε1ε2

E · Ii,gedämpft = E · Ii-1 · 1 - Dämpfungsfaktor + E · Ii · Dämpfungsfaktor 

1