ЩО ELASTOPLÁSTIC ОЗНАЧАЄ У РУМУНСЬКА?
Натисніть, щоб
побачити визначення of «elastoplástic» в румунська словнику.
Натисніть, щоб
побачити автоматичний переклад визначення в українська.
Визначення elastoplástic у румунська словнику
ELASTOPLASTIC, -G adj. (про речовини, матеріали), що є як пружним, так і пластичним. (\u0026 lt; fr. élastoplastique) ELASTOPLÁSTIC, -Ă adj. (despre substanțe, materiale) care este în același timp elastic și plastic. (< fr. élastoplastique)
Натисніть, щоб
побачити визначення of «elastoplástic» в румунська словнику.
Натисніть, щоб
побачити автоматичний переклад визначення в українська.
9 РУМУНСЬКА КНИЖКИ ПОВ'ЯЗАНІ ІЗ «ELASTOPLÁSTIC»
Дізнайтеся про вживання
elastoplástic з наступної бібліографічної підбірки. Книжки пов'язані зі словом
elastoplástic та короткі уривки з них для забезпечення контексту його використання в румунська літературі.
1
Recent advances in engineering mechanics and their impact ...
Six elasto-pla'Stic matrices representing the sides of the yield surface and six representing the corners may be required. These matrices are required to relate incremental stresses to incremental strains in the form: Solution Procedure It is ...
Wai-Fah Chen, A. D. M. Lewis, American Society of Civil Engineers. Engineering Mechanics Division, 1983
2
Summaries of Publications - Pagina 34
The small deformation hvpothesis is assumed and all non-linearities are confined to the elasto-pla- stic-damaging interfaces. On the above basis the following points are brieflv discussed: the use of local control algorithms in the presence of ...
Politecnico di Milano. Dipartimento di Ingegneria Strutturale, 1994
3
Ultimate load behaviour of steel box girders and their ... - Pagina 60
rres can then he found from the stored elasto- pla.stic rigidities and a new set of rigidities calculated and r-aved. The rigidities were derived by application of the Prandtl-Reuss flow rule to the von Mises1 yield criterion, ...
Paul Alexander Frieze, 1976
4
Transactions of the 4th International Conference on ...
[2] DUFRESNE, J., "Failure criteria of part-through cracks in thin walls for elasto-pla- stic materials sensitive to strain-hardening", Int. Journ. of Fract.,12_, 201-215, 1976. [3] ERDOGAN, F., RATWANI , M. , "Plasticity and the crack opening ...
Thomas Jaeger, Bruce A Boley, International Association for Structural Mechanics in Reactor Technology, 1977
5
Structural Analysis of Steel Reactor Pressure Vessels - Pagina 12
[2] DUFRESNE, J., "Failure criteria of part-through cracks in thin walls for elasto-pla- stic materials sensitive to strain-hardening", Int. Journ. of Fract.,1^, 201-215, 1976. [3] ERDOGAN, F., RATWANI , M., "Plasticity and the crack opening ...
6
Advances in computational mechanics - Pagina 84
In order to compute inelastic responses, the classical elasto-pla- stic material models with isotropic and kinematic hardening as well as material models for the German Steel ST37-2, derived by Lehmann [1], are embedded on each material ...
Manolis Papadrakakis, B. H. V. Topping, 1994
7
IIIrd International Conference on Geotextiles: ... - Volumul 1 - Pagina 181
The development in the direction of the elasto-pla- stic composite theory is motivated. In dieser Arbeit wird das Problem eines elastischen Modells für ein Geotextil-Boden-System untersucht. Das Spannungs-Dehnungs-Verhalten dieses ...
Industrial Fabrics Association International, 1986
8
Transactions of the 4th International Conference on ...
[2] DUFRESNE, J., "Failure criteria of part-through cracks in thin walls for elasto-pla- stic materials sensitive to strain-hardening". Int. Journ. of Fract.,12_» 201-215, 1976. [3] ERDOGAN, F., RATWANI , M. , "Plasticity and the crack opening ...
Thomas A. Jaeger, Bruno A. Boley, International Association for Structural Mechanics in Reactor Technology, 1977
9
Foundation Engineering: Soil properties. Foundation design ...
Finally, the MOHR circles of stress and the stress path corresoondinq to the top point are given in figure 12, for the elasto-pla- stic soil. The most elementary behaviour has been described herein and the assumption of no volt can then be ...
