NOMENCLATURE Young's modulus shear modulus elastic constant : 3 -4y plane strain ; 3 -r/l + y plane stress force per unit thickness of plate open end mode I stress intensity factor open end mode II stress intensity factor Poisson's ratio applied uniform tension, 2p/k + 1 distance of concentrated for
On the effect of initial curvature on cracked flat sheets
โ Scribed by E. S. Folias
- Book ID
- 104657388
- Publisher
- Springer Netherlands
- Year
- 1969
- Tongue
- English
- Weight
- 693 KB
- Volume
- 5
- Category
- Article
- ISSN
- 1573-2673
No coin nor oath required. For personal study only.
โฆ Synopsis
A survey of existing solutions describing the stress distribution around the crack tip of an initially curved sheet is made and a method for esttmating approximate stress intensity factors of other more complicated shell geometries is discussed.
Notation a~e) a(e) ~(b) gl
se ) p(e), P(ce~ P~e,'; P~e,e) } /~b), p~pb), p~,), p(f,~, p~ * According to Ogibalov [1], a shell will be called, shallow if the least radius of curvature is greater by one order of magnitude than the linear dimensions, i.e. L/R< 0.1 ; and thin ifh/R<_ 0 01. Int. Journ. of Fracture Mech., 5 (1969) 327-346 * In a more general case, when they are not parallel, equations (11) and (20 will contain additional terms of the form
๐ SIMILAR VOLUMES
A co-rotational finite element formulation of slender curved beam element is presented to investigate the effect of member initial curvature on the dynamic behaviour of planar flexible mechanisms. The Euler-Bernoulli hypothesis and the initial curvature are properly considered for the kinematics of