Выбор материала и расчет параметров обделок вертикальных стволов метрополитеновСтраница 22
L1 := 4*C2*C2*(C2*C2+1-BETA)-(K1+BETA*K2)*((C1*C1+1)*(C1*C1+1)
+4*C2*C2)+2*(K3+BETA*K4)*((C2*C2+1)*(C2*C2+1)-2);
L := (K1+BETA*K2)*(C1*C1+1)-(K3+BETA*K4);
K0 := 3*C2*C2/((1+B/A)*(C2*C2-1)/(C1*C1-1)*(2+C1*C1)+2*C2*C2+1);
end;
begin
with TableDATA do begin
Mass := FieldByName('Mass').AsFloat;
R_press := FieldByName('R_press').AsFloat;
R_stretch := FieldByName('R_stretch').AsFloat;
Puasson := FieldByName('Puasson').AsFloat;
R1 := FieldByName('R1').AsFloat;
Rb := FieldByName('Rb').AsFloat;
R := FieldByName('R').AsFloat;
A := FieldByName('A').AsFloat;
B := FieldByName('B').AsFloat;
end;
if RadioButton1.Checked then begin
Calc;
if TableDATA.FieldByName('Stuff').AsInteger = 0 {Железо-бетон} then begin
PLines[isP0,1] := (C1*C1-1)*Mass*R_press/2*C1*C1*K0*(1+B/A);
PLines[isP2,1] := (C1*C1-1)*(C1*C1-1)*
Mass*R_press/4*C1*C1*K0*(1+B/A);
PLines[isP0,2] := -(C1*C1-1)*Mass*R_stretch/2*C1*C1*K0*(1+B/A);
PLines[isP2,2] := (C1*C1-1)*(C1*C1-1)*
Mass*R_stretch/4*C1*C1*K0*(1+B/A);
PLines[isP0,4] := (C2*C2-1)*Mass*R_press/(2*C2*C2-K0*
(C2*C2+1));
PLines[isP2,4] := (C2*C2-1)*(C2*C2-1)*Mass*R_press/L1;
PLines[isP0,5] := -(C2*C2-1)*
Mass*R_stretch/(2*C2*C2-K0*(C2*C2+1));
PLines[isP2,5] := (C2*C2-1)*(C2*C2-1)*Mass*R_stretch/L1;
end
else begin {Чугун}
PLines[isP0,1] := (C1*C1-1)*Mass*R_press/2*C1*K0*(1+B/A);
PLines[isP2,1] := (C2*C2-1)*(C2*C2-1)*
Mass*R_press/4*C1*C1*K0*(1+B/A);
PLines[isP0,2] := -(C2*C2-1)*Mass*R_stretch/2*C1*K0*(1+B/A);
PLines[isP2,2] := (C1*C1-1)*(C1*C1-1)*
Mass*R_stretch/4*C1*C1*K0*(1+B/A);
PLines[isP0,4] := (C2*C2-1)*Mass*R_press/(2*C2*C2-K0*
(C2*C2+1));
PLines[isP2,4] := (C2*C2-1)*(C2*C2-1)*Mass*R_press/L1;
PLines[isP0,5] := -(C2*C2-1)*Mass*R_stretch/(2*C2*C2-K0*
(C2*C2+1));
PLines[isP2,5] := (C2*C2-1)*(C2*C2-1)*Mass*R_stretch/L1;
end;
DrawForm.ShowModal;
end
else if RadioButton2.Checked then begin
Calc;
P0 := StrToFloat(Edit1.Text);
P2 := StrToFloat(Edit2.Text);
SIGMARS := ABS(2*C1*C1/(C1*C1-1)*(1+B/A)*(P0*K0+2*P2*L/
(C1*C1-1)));
SIGMARR := ABS(2*C1*C1/(C1*C1-1)*(1+B/A)*(P0*K0-2*P2*L/
(C1*C1-1)));
SIGMASS := ABS(P0/(C2*C2-1)*(2*C2*C2-K0*(C2*C2+1))+P2*L1/
(C2*C2-1)*(C2*C2-1));
SIGMASR := ABS(P0/(C2*C2-1)*(2*C2*C2-K0*(C2*C2+1))-P2*L1/
(C2*C2-1)*(C2*C2-1));
if (SIGMARS>Mass*R_press) or (SIGMARR>Mass*R_stretch) or
(SIGMASS>Mass*R_press) or (SIGMASR>Mass*R_stretch)
then
MessageDlg('Несущая способность не
обеспечена',mtInformation,[mbOk],0)
else
MessageDlg('Несущая способность
обеспечена',mtInformation,[mbOk],0);
end
else begin
i:=1;
PkrOld :=0;
repeat
i := i+1;
Pkr := (i*i-1)*Eo*J/((1-Puasson)*(1-Puasson)*R*R*R)+Ep/(2*
(1+PuassonP))*((i+1)*(i+1)/(i*i*(i-1))+(i-1)*