THICK-WALLED PRESSURE VESSELSA steel compound cylinder is formed by shrinking a tube 400 mm outside diameterand 300 mm inside diameter on to one of 300 mm outside diameter and 200 mminside diameter. When subjected to an operating pressure of 200 MPa, the radialpressure generated at the common interface is 75 MNm-².b) When subjected to the operating pressure of 200 MPa,i. calculate the maximum shear stress values at the cylinder bore,common interface and the outer surface.Note: There is no axial stress generated in the cylinder wall in thisapplication.ii. Graphically present the general form of the maximum shear stressvariation across the compound cylinder wall clearly indicating thevalues at the cylinder bore, common interface and the outer surface.What do you infer by comparing the shear stress distributions in therespective cylinders?iii. If the maximum operating pressure the compound cylinder has beendesigned for is 200 MPa and a Factor of Safety of 1.2 has been used,calculate the yield strength of the material of manufactureaccording to Tresca Yield Criterion.

To calculate the maximum shear stress values at different locations on the compound cylinder wall,…

THICK-WALLED PRESSURE VESSELS A steel compound cylinder is formed by shrinking a tube 400 mm outside diameter and 300 mm inside diameter on to one of 300 mm outside diameter and 200 mm inside diameter. When subjected to an operating pressure of 200 MPa, the radial pressure generated at the common interface is 75 MNm-². b) When subjected to the operating pressure of 200 MPa, i. calculate the maximum shear stress values at the cylinder bore, common interface and the outer surface. Note: There is no axial stress generated in the cylinder wall in this application.

THICK-WALLED PRESSURE VESSELS A steel compound cylinder is formed by shrinking a tube 400 mm outside diameter and 300 mm inside diameter on to one of 300 mm outside diameter and 200 mm inside diameter. When subjected to an operating pressure of 200 MPa, the radial pressure generated at the common interface is 75 MNm-². b) When subjected to the operating pressure of 200 MPa, i. calculate the maximum shear stress values at the cylinder bore, common interface and the outer surface. Note: There is no axial stress generated in the cylinder wall in this application.

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter1: Tension, Compression, And Shear

Section: Chapter Questions

Problem 1.9.4P: Two steel tubes are joined at B by four pins (dp= 11 mm), as shown in the cross section a—a in the...

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