𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Influence of Crack and Slenderness Ratio on the Eigenfrequencies of Euler-Bernoulli and Timoshenko Beams

✍ Scribed by Aydin, Kamil

Book ID
126130764
Publisher
Taylor and Francis Group
Year
2013
Tongue
English
Weight
920 KB
Volume
20
Category
Article
ISSN
1537-6494

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

Triply coupled bending–torsion vibration
Triply coupled bending–torsion vibration of Timoshenko and Euler–Bernoulli shaft beams with arbitrarily oriented open crack
✍ Sachin S. Naik; Surjya K. Maiti 📂 Article 📅 2009 🏛 Elsevier Science 🌐 English ⚖ 714 KB

The paper presents the full formulation for a crack model for analyzing the triply coupled free vibration of both Timoshenko (short) and Euler–Bernoulli (long) shaft beams based on compliance approach in the presence of a planar open edge crack in an arbitrary angular orientation with a reference di

Comments on “A dynamical basis for compu
Comments on “A dynamical basis for computing the modes of Euler–Bernoulli and Timoshenko beams”
✍ J.R Banerjee 📂 Article 📅 2004 🏛 Elsevier Science 🌐 English ⚖ 140 KB

The authors of Ref. [1] have given a dynamical basis for computing the modes of Euler-Bernoulli and Timoshenko beams. The formulation for both of the beam models has been presented by one differential equation (see Eq. ( 3)) using the terms g 2 and a 4 which are defined in Table 1. The solution foll

A comparison of infinite Timoshenko and
A comparison of infinite Timoshenko and Euler–Bernoulli beam models on Winkler foundation in the frequency- and time-domain
✍ P. Ruge; C. Birk 📂 Article 📅 2007 🏛 Elsevier Science 🌐 English ⚖ 390 KB

This paper deals with the dynamic analysis of infinite beam models. The translational and the rotational dynamic stiffness of both Timoshenko and Euler–Bernoulli beams on Winkler foundation are derived and compared in the frequency-domain. The situation of vanishing elastic foundation is included as