DOI: 10.1007/bf02128155. On elastic-plastic structures with associated stress-strain relations allowing for work softening

On elastic-plastic structures with associated stress-strain relations allowing for work softening

10.1007/bf02128155

Crossref journal-article

Springer Science and Business Media LLC

Meccanica (297)

Bibliography

Maier, G. (1967). On elastic-plastic structures with associated stress-strain relations allowing for work softening. Meccanica, 2(1), 55â64.

Authors 1

Giulio Maier (first)

References 20 Referenced 17

D. C. Drucker,A more fundamental approach to plastic stress-strain relations, Proc. First Nat. Congress of Applied Mech., ASME, 1951.
D. C. Drucker,Plasticity, in “Structural Mechanics” ed. J. N. Goodier and N. J. Hoff, Pergamon Press, 1960.
W. T. Koiter,General theorems for elastic-plastic solids, in “Progress in Solids Mechanics”, ed. I. Sneddon and R. Hill, North Holland Publ, 1960.
G. Maier,On the behavior of elastic-plastic trusses containing unstable elements, Brown Univ. Report, Nonr 562 (20)/43, April 1965;Behavior of elastic-plastic trusses with unstable bars, Journ. Eng. Mech. Div. ASCE, vol. 92, June 1966. (10.1061/JMCEA3.0000820)
A. C. Palmer,On stress-strain relations for soils, Brown Univ. Report N. 57, G. P. 1115/19, March 1965.
G. Maier—D. C. Drucker,Elastic-plastic continua containing unstable elements obeying normality and convexity relations. Schweizerische Bauzeitung, 84, N. 23, June 1966.
O. De Donato,Legami forze-elongazioni per aste elastoplastiche compresse ad elongazione decrescente. Rend. Ist. Lombardo Sc. e Lett., A 100, 1966.
A. A. Ilyushin,On the postulate of plasticity, Priklad. Matem. i Mekhanika, 25, no. 3, 1961. (10.1016/0021-8928(61)90044-2)
A. C. Palmer, G. Maier, D. C. Drucker,Normality relations and convexity of yield surfaces for unstable materials or structural elements, Brown Univ. Report Nonr. 562 (20)/49, September 1966, to appear on Journ. Appl. Mech.
G. Ceradini,Sul calcolo delle strutture elastoplastiche, Costruzioni Metalliche, XVII, nos. 3 and 4, 1965.
D. C. Drucker,On the postulate of stability of material in the mechanics of continua, Journal de Mécanique, 3, no. 2, 1964.
Z. Mroz,Non-associated flow laws in plasticity, Journ. de Mécanique, 2, no. 7, 1963.
G. Maier,Sui legami associati tra sforzi e deformazioni incrementali in elastoplasticità, Rend. Ist. Lombardo Scienze e Lett., (A), 100, 1966.
P. M. Naghdi,Stress-strain relations in plasticity and thermoplasticity, in “Plasticity”, ed. E. H. Lee and P. S. Symonds, Pergamon Press, 1960. (10.1016/B978-0-08-009459-5.50011-9)
W. T. Koiter,Stress-strain relations, uniqueness and variational theorems for elastic-plastic materials with a singular yield surface, Quart. Applied Mathem., 11, no. 3, 1953. (10.1090/qam/59769)
J. Mandel,Conditions de stabilité et postulat de Drucker, Symposium IUTAM, Grenoble, 1963.
D. C. Drucker,On uniqueness in the theory of plasticity, Quart. Applied Mathem., 14, no. 1, 1956. (10.1090/qam/77386)
L. Finzi,Sull'unicità di soluzione in elastoplasticità, Rend. 1st. Lombardo di Sc. e Lett., (A), 95, 1961.
P. Villaggio,Sull'esistenza e l'unicità di soluzioni dei problemi al contorno in elastoplasticità, Rend. Ist. Lombardo di Sc. e Lett., 96, 1961.
O. Zanaboni,Dimostrazione generale del principio del De Saint-Venant, Rend. Acc. Naz. Lincei, 25, 1937.

Dates

Type	When
Created	19 years, 11 months ago (Sept. 14, 2005, 11:36 a.m.)
Deposited	4 years, 1 month ago (July 17, 2021, 9 a.m.)
Indexed	1 year, 10 months ago (Oct. 23, 2023, 3:25 p.m.)
Issued	58 years, 6 months ago (March 1, 1967)
Published	58 years, 6 months ago (March 1, 1967)
Published Print	58 years, 6 months ago (March 1, 1967)

Funders 0

None

BibTeX

@article{Maier_1967, title={On elastic-plastic structures with associated stress-strain relations allowing for work softening}, volume={2}, ISSN={1572-9648}, url={http://dx.doi.org/10.1007/bf02128155}, DOI={10.1007/bf02128155}, number={1}, journal={Meccanica}, publisher={Springer Science and Business Media LLC}, author={Maier, Giulio}, year={1967}, month=mar, pages={55–64} }

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