A single cylinder air compressor head sees forces that range
Solution
solution:
1)for given cap screw assembly we have member alluminium and cast iron is series and cap screw is parallel to member and stiffness of block memeber is given by below empirical relation
Km=E*d*Aexp^(B*d/l)
where for alluminium
l=100 mm,A=.71670 and B=.63816 and E=71000 MPa
for screw of d=6 mm and pitch as 1 mm
we have value for Km1=442627.67 N/mm2
for cast iron we have value as
l=60mm,A=.77871,B=.61616,E=100000 MPa
Km2=496920.016 N/mm2
hence resultant member 1/Km=1/Km1+1/Km2
Km=234102.59 N/mm2
for bolt we have steel as material we get
Kb=A*E/l=pi*.25*6^2*207000/160=36579.91 N/mm2
where value of C as load taken by single bolt is given by
C=Kb/(Kb+Km)=.135139
where for load factor is given by
nl=Sp*A-Fi/C*(P/N)
where for steel of class 5-8 as
Sp=380 MPa,Sut=520 MPa,Syt=420 MPa
Fi=.9*Sp*A- for permanent connection
so we get number of screw for given load factor of nl=1.2
N=2.79227 approx to 3
so number of screw is N=3
2)for same condition
proof factor of safety is=nf=Sp/Sb
Sb=[C(P/N)+.9Sp*A]/A=371.47
Sp=380
so nf=380/371.47=1.0229
where load factor of safety is
nl=Sp*A-Fi/C*(P/N)
Fi=.9*Sp*A
nl=380*pi*.25*6^2(1-.9)/[.135139*(18500/3)]
nl=1.2892
where factor of joint separation is given by
no=Fi/[(P/N)(1-C)]=1.8130
3)where for fatigue loading we have that
Pmin=0
Pmax=18.5 KN
Fbmin=C(Pmin/N)+Fi=9669.82 N
Fbmax=C(Pmax/N)+Fi=10503.17 N
where amplitude stress is
Sa=Fbmax-Fbmin/2*A=14.73 MPa
mean stress
Sm=Fbmax+Fbmin/2*A=356.73 MPa
where initial stress is
Si=Fi/A=Sm-Sa=341.99 MPa
here factor of fatigue is
nfatigue=Se(Sut-Si)/[Sut*Sa+Se(Sut-Si)]=2.3718
4)in this way all value are calculated for capscrew assembly and corresponding factor of safety is calculated as above.

