Engineering Metrology Toolbox

Home Refractive Index of Air Elastic Publications QMS

Elastic Compression Calculator
Based on Case 15: Cylinder in Contact with Asymmetrical Cylindrical Vee Groove

Elastic Compression Calculator is a web-based tool for calculating the elastic compression of spheres and cylinders at point and line contact.

Elastic Compression of Spheres and Cylinders
at Point and Line Contact
Jack A. Stone and Jay H. Zimmerman

Elastic Compression Conditions
Based on Case 15: Cylinder in Contact with Asymmetrical Cylindrical Vee Groove

Input Amount

Applied Force:

Diameter of Cylinder:

Material of Cylinder*:

Young's Modulus*:

Poisson's Ratio*:

Material of Vee Cylinder*:

Young's Modulus*:

Poisson's Ratio*:

Angle at Center of Groove and Flatter Face:

Angle at Center of Groove and Steeper Face:

Smaller Diameter of Vee Cylinder at Point of Contact:

Larger Diameter of Vee Cylinder at Point of Contact:

* All calculations use accepted values for Young's Modulus and Poisson's Ratio unless you select Other for Material and enter new values for Young's Modulus and Poisson's Ratio.

Diagram for Case 15: Cylinder in Contact with Asymmetrical Cylindrical Vee Groove

Web Site Home: Engineering Metrology Toolbox
Technical Inquiries: Daniel S. Sawyer, Group Leader
Dimensional Metrology
Sensor Science Division
Physical Measurement Laboratory
NIST, 100 Bureau Drive, Stop 8211, Gaithersburg, MD 20899-8211

The National Institute of Standards and Technology (NIST) is an agency of the U.S. Department of Commerce.
NIST / PML / Sensor Science Division

NIST Program Questions: Public Inquires Unit
(301) 975-NIST (6478) TTY (301) 975-8295
NIST, 100 Bureau Drive, Stop 3460, Gaithersburg, MD 20899-3460

Privacy Policy / Security Notice / Accessibility Statement / Disclaimer / Freedom of Information Act (FOIA) /
Environmental Policy Statement / No Fear Act Policy / NIST Information Quality Standards / Scientific Integrity Summary

USA.gov

Date Created: Thursday, March 22, 2001
Last Updated: Thursday, April 28, 2005
Technical Web Site Questions: Wei Ren
Feedback and Comments: Webmaster