The use of simple models to study the structural dynamics and crack stability of a cracked cantilever beam subject to impact is demonstrated. A rigid-perfectly plastic material model is used, and the J-integral and tearing modulus concepts are employed in simple forms. Concise algebraic expressions
โฆ LIBER โฆ
The large deflection plastic response of a cracked cantilever beam subjected to impact
โ Scribed by Yang Jialin; Chen Zheng
- Publisher
- Elsevier Science
- Year
- 1992
- Tongue
- English
- Weight
- 290 KB
- Volume
- 19
- Category
- Article
- ISSN
- 0093-6413
No coin nor oath required. For personal study only.
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