Structural Engineering and Mechanics

Volume 80, Number 6, 2021, pages 657-668

DOI: 10.12989/sem.2021.80.6.657

Prediction of elastic constants of Timoshenko rectangular beams using the first two bending modes

Hung-Liang (Roger) Chen and Guadalupe Leon

Abstract

In this study, a relationship between the resonance frequency ratio and Poisson's ratio was proposed that can be used to directly determine the elastic constants. Using this relationship, the frequency ratio between the 1st bending mode and 2nd bending mode for any rectangular Timoshenko beam can be directly estimated and used to determine the elastic constants efficiently. The exact solution of the Timoshenko beam vibration frequency equation under free-free boundary conditions was determined with an accurate shear shape factor. The highest percent difference for the frequency ratio between the theoretical values and the estimated values for all the beam dimensions studied was less than 0.02%. The proposed equations were used to obtain the elastic constants of beams with different material properties and dimensions using the first two measured transverse bending frequencies. Results show that using the equations proposed in this study, the Young's modulus and Poisson's ratio of rectangular Timoshenko beams can be determined more efficiently and accurately than those obtained from industry standards such as ASTM E1876-15 without the need to test the torsional vibration.

Key Words

bending mode; dynamic elastic modulus; non-destructive testing; Poisson

Address

Hung-Liang (Roger) Chen and Guadalupe Leon: Department of Civil and Environmental Engineering, West Virginia University, Morgantown, WV 26505, USA