Zobrazeno 1 - 10
of 15
pro vyhledávání: '"R. M. Haythornthwaite"'
Autor:
R. M. Haythornthwaite
Publikováno v:
Journal of Engineering Mechanics. 117:1675-1677
Autor:
R. M. Haythornthwaite
Publikováno v:
Journal of Engineering Mechanics. 117:2450-2451
Autor:
R. M. Haythornthwaite
Publikováno v:
Journal of Geotechnical Engineering. 118:188-188
Autor:
P S Symonds, A L L Baker, H Parland, R M Haythornthwaite, B G Neal, M R Horne, R W Steed, R G Robertson
Publikováno v:
Journal of the Institution of Civil Engineers. 34:393-409
Autor:
R. M. Haythornthwaite
Publikováno v:
Journal of the Soil Mechanics and Foundations Division. 86:35-62
Triaxial test is analyzed against background of plastic theory; it is shown that equilibrium conditions and failure criterion such as Coulomb's law are insufficient to define unique failure load, stress-strain relationship is also needed; problem is
Autor:
D A Howells, N S Boulton, M. R. Horne, J Heyman, R A Foulkes, F Micklethwaite, D H Little, A L L Baker, R M Haythornthwaite, J F Baker, G V Kibblewhite, J D Foulkes
Publikováno v:
Proceedings of the Institution of Civil Engineers. 1:72-100
Autor:
R. M. Haythornthwaite, E. T. Onat
Publikováno v:
Journal of Applied Mechanics. 23:49-55
This paper presents an approximate analysis for the load carrying capacities of initially flat circular plates under various loading and edge conditions and subjected to slowly increasing load. As a plate deforms, the carrying capacity is increased a
Autor:
R. M. Haythornthwaite
Publikováno v:
Journal of the Engineering Mechanics Division. 87:117-133
The properties of ideal rigid-plastic solids are used to define bounding yield conditions that remain valid when test results are available for only one stress state, such as simple tension or simple shear. For material in which yield is insensitive
Autor:
R. M. Haythornthwaite
Publikováno v:
Transactions of the American Society of Civil Engineers. 127:1252-1269
Properties of ideal rigig plastic solids are used to define bounding yield conditions that remain valid when test results are available for only one stress state, such as simple tension or simple shear; use of maximum shear stress criterion of Tresca
Autor:
R. M. Haythornthwaite
Publikováno v:
Journal of Applied Mechanics. 46:701-703