Euler-Bernoulli arbitrary discontinuous beams acted upon by static loads are addressed. Based on appropriate Green's functions here derived in a closed form, the response variables are obtained: (a) for stepped beams with internal springs, as closed-form functions of the beam discontinuity parameter
✦ LIBER ✦
Closed-form solutions for Euler–Bernoulli arbitrary discontinuous beams
✍ Scribed by Giuseppe Failla
- Publisher
- Springer
- Year
- 2010
- Tongue
- English
- Weight
- 831 KB
- Volume
- 81
- Category
- Article
- ISSN
- 0939-1533
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