Limit loads for the plastic bending in plane strain of cantilevers containing rectangular holes under end shear-Reference-Cited by-同舟云学术

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Limit loads for the plastic bending in plane strain of cantilevers containing rectangular holes under end shear

Published:1973-01 Issue:1 Volume:15 Page:15-35
ISSN:0020-7403
Container-title:International Journal of Mechanical Sciences
language:en
Short-container-title:International Journal of Mechanical Sciences

Author:

Ranshi A.S.,Chitkara N.R.,Johnson W.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Civil and Structural Engineering

Reference27 articles.

1. A theory of the plastic yielding due to bending of cantilevers and fixed-ended beams. Part I.

2. A theory of the plastic yielding due to bending of cantilevers and beams. Part II.

3. On the collapse load of some simple structures

4. Proc. 2nd U.S. Nat. Congr. Appl. Mech.;Onat,1954

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1. Combined MVP failure criterion for steel cross-sections;Journal of Constructional Steel Research;2009-01

2. Etching technique for revelation of plastic deformation zone in low carbon steel;Materials Science and Technology;2005-05

3. Applications to Specific Processes: Bibliography;Plane-Strain Slip-Line Fields for Metal-Deformation Processes;1982

4. Plastic yielding of I-beams under shear, and shear and axial loading;International Journal of Mechanical Sciences;1976-07

5. Collapse loads for thin cantilevers with rectangular holes along the centre-line;The Journal of Strain Analysis for Engineering Design;1976-04-01

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