Van nostrand co inc new york ny 1956 pg 143 problem

Info iconThis preview shows page 1. Sign up to view the full content.

View Full Document Right Arrow Icon
This is the end of the preview. Sign up to access the rest of the document.

Unformatted text preview: is used for approximating the circular boundary with a straight-sided element. Nodal coupling is used at the boundaries. An axial traction of 15,000 psi is applied to the edge of the element to simulate the closed-end effect. The internal pressure is applied as an equivalent negative pressure on the exterior (face 1) of the element. Results Comparison Target ANSYS Ratio Stress1 , psi 15,000 15,000 1.000 Stress2 , psi 29,749 29,886 1.005 ANSYS Verification Manual . ANSYS Release 9.0 . 002114 . © SAS IP, Inc. 1–55 VM21: Tie Rod with Lateral Loading Overview Reference: S. Timoshenko, Strength of Material, Part II, Elementary Theory and Problems, 3rd Edition, D. Van Nostrand Co., Inc., New York, NY, 1956, pg. 42, article 6. Analysis Type(s): Static, Stress Stiffening Analysis (ANTYPE = 0) Element Type(s): 3-D Elastic Beam Elements (BEAM4) Input Listing: vm21.dat Test Case A tie rod is subjected to the action of a tensile force F and a uniform lateral load p. Determine the maximum deflection zmax, the slope Θ at the left-hand end, and the maximum bending moment Mmax. In addition, determine the same three quantities for the unstiffened tie rod (F = 0). Figure 21.1 Tie Rod Problem Sketch Material...
View Full Document

Ask a homework question - tutors are online