✦ LIBER ✦

Optimal shakedown design of beam structures

✍ Scribed by F. Giambanco; L. Palizzolo; C. Polizzotto

Publisher: Springer-Verlag
Year: 1994
Tongue: English
Weight: 943 KB
Volume: 8
Category: Article
ISSN: 1615-1488
DOI: 10.1007/bf01743313

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

Computational methods for optimal shaked

Computational methods for optimal shakedown design of FE structures

✍ F. Giambanco; L. Palizzolo; L. Cirone 📂 Article 📅 1998 🏛 Springer-Verlag 🌐 English ⚖ 980 KB

Optimal design of laminated composite be

Optimal design of laminated composite beam structures

✍ J. B. Cardoso; L. G. Sousa; J. A. Castro; A. J. Valido 📂 Article 📅 2002 🏛 Springer-Verlag 🌐 English ⚖ 540 KB

Optimal shakedown design of frames by li

Optimal shakedown design of frames by linear programming

✍ Maciej Domaszewski; Ewa M. Samp-Stanisławska 📂 Article 📅 1985 🏛 Elsevier Science 🌐 English ⚖ 714 KB

Computational procedures for plastic sha

Computational procedures for plastic shakedown design of structures

✍ F. Giambanco; L. Palizzolo; A. Caffarelli 📂 Article 📅 2004 🏛 Springer-Verlag 🌐 English ⚖ 377 KB

On optimal design of supports in beam an

On optimal design of supports in beam and frame structures

✍ D. Bojczuk; Z. Mróz 📂 Article 📅 1998 🏛 Springer-Verlag 🌐 English ⚖ 770 KB

Shakedown limits for reinforced beam str

Shakedown limits for reinforced beam structures under fluctuating loads

✍ Pham Duc Chinh 📂 Article 📅 1999 🏛 Elsevier Science 🌐 English ⚖ 378 KB

Shakedown of planar beam structures\ with possible di}erent reinforcements in the upper and lower layers of the beam members\ subjected to quasi!statically as well as dynamically ~uctuating loads is studied[ With an assumption of elastic perfectly!plastic behaviour of the beams in bending\ a reduced