Research Article
Analysis of Tapered Timoshenko and Euler–Bernoulli Beams on an Elastic Foundation with Moving Loads
Table 1
Temporary governing properties.
| | Property | Value | unit |
| | Beam | Young’s modulus E | 1 | Pa | | Shear modulus G | • 1 | • Pa | | Mass density ρ | 1 | • kg m−3 | | Beam height 0 h0 | 1 | • m | | Beam height 1 h1 | 1 | • m | | Beam width b | 1 | • m | | Length L | 1 | • m | | Shear coefficient k | 1 | • - | | Α | 1 | • - | | Foundation | • K1 | • 1 | • - | | • G | • 1 | • - | | Moving load | • F | • 0 | • N | | Axial load | • P | • 0 | • N |
|
|
