𝔖 Bobbio Scriptorium
✦   LIBER   ✦

A user-controlled arc-length method for convergence to predefined deformation states

✍ Scribed by Teng, J. G. ;Luo, Y. F.


Book ID
101279074
Publisher
John Wiley and Sons
Year
1998
Tongue
English
Weight
138 KB
Volume
14
Category
Article
ISSN
1069-8299

No coin nor oath required. For personal study only.

✦ Synopsis


The arc-length method has been widely used in non-linear analysis of structures. While it can handle complex load-de¯ection paths eectively, the analyst has no control over the load incrementation scheme to achieve convergence to speci®c locations along the load-de¯ection path. There are a number of situations in which such control is necessary, for example when convergence to prede®ned load levels, displacement levels or stress levels is required. This paper describes an improved arc-length method in which this de®ciency is overcome.