Abstract
Equations are derived for large deflections of slender prismatic beams of linearly elastic materials in four-point bending - and are solved numerically.
Full Text 
Sign-in/Register to access full text options
Sign-in/Register to access full text options 
Published version (
Free)
Free) 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callMore From: The Journal of Strain Analysis for Engineering Design
Paper Title
Journal
Date
