Experimental investigation of the stress state in the vicinity of a cylindrical hole in a thick plate

1974 ◽  
Vol 10 (9) ◽  
pp. 957-960
Author(s):  
A. B. Zlochevskii ◽  
L. A. Bondarovich ◽  
A. V. Korgin ◽  
Yu. A. Mikhalchenko
2015 ◽  
Vol 809-810 ◽  
pp. 974-979 ◽  
Author(s):  
Ana Maria Comanici ◽  
Viorel Goanta ◽  
Paul Doru Barsanescu ◽  
Liviu Andrusca

Experimental investigation methods and techniques are used to obtain accurate information on the tension and deformation of materials. Results underlying the limit stress state that aply to materials at this moment come from experiments on plain specimens and specimens showing stress concentrations. The study of stress concentrations is necessary to determine how it influences the limit stress state, distribution of stresses and yielding section. The article presents a series of specimens with stress concentrations and finite element analysis for thorough research.


1995 ◽  
Vol 48 (10) ◽  
pp. 684-688 ◽  
Author(s):  
M. Kowal ◽  
S. J. Kowalski

It is possible to observe a significant difference in swelling strains of unstressed and stressed water soaked wood. This paper points out that the swelling strains depend not only on the magnitude of stress in wood but also on the kind of stress state. Our main aim is to investigate the relation between various states of stress and the swelling strains in water soaked wood. Three different states of stress are studied: tension in the radial direction, compression in the tangential direction with respect to the growth rings, and both these stresses acting together (biaxial stress). Some weighty conclusions follow from the investigations. The main one is that, although the mechanical strains alone are negligibly small compared to the free swelling strains, the coupled mechanical-swelling strains, being a function of the stress state and the moisture content, have a great significance in total strains of water soaked wood.


2009 ◽  
Vol 43 (1-2) ◽  
pp. 15-29 ◽  
Author(s):  
C. Poinard ◽  
Y. Malecot ◽  
L. Daudeville

2020 ◽  
Author(s):  
A. Muqtadir ◽  
S. Al-Dughaimi ◽  
T. Al-Zaki ◽  
J. Dvorkin

2000 ◽  
Vol 67 (4) ◽  
pp. 691-696 ◽  
Author(s):  
W. Scherzinger ◽  
E. Chu ◽  
N. Triantafyllidis

The general asymptotic method proposed in Part I is applied to the investigation of the puckering instability in the hemispherical cup test. Both a membrane and a shell stress state for the principal axisymmetric solution have been considered. Due to the possibility of strong deviations from proportional loading in some cases, a corner theory of plasticity is also employed, in addition to the standard J2 deformation theory which is often used in plastic buckling calculations. Results are compared to a previous experimental investigation for brass specimens. [S0021-8936(00)00904-1]


2000 ◽  
Vol 35 (2) ◽  
pp. 143-147 ◽  
Author(s):  
P Stanley ◽  
A G Starr

An empirical equation has been obtained for the elastic stress concentration factor at an isolated oblique circular-cylindrical hole in a thick flat plate subjected to a uniform, arbitrarily oriented uniaxial tension. The equation is presented and its development is outlined in this note.


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