Alleviation of the stress concentration with analogue reinforcement
- 57 Downloads
- 8 Citations
Abstract
In order to reduce the stress concentration around a hole in a plate, new, “analogue” reinforcements instead of reinforcing rings were used in this investigation. In two of these specimens, reinforcements with different volume fractions were arranged to coincide with the stress trajectories for an infinite plate with a hole under uniaxial tension. Two other specimens containing straight rectangular-grid-type reinforcements were made by using a photofabrication method. Specimens were then prepared by sandwiching these reinforcements between two epoxy-resin plates. Plane specimens, i.e., without reinforcement, were also made of the same epoxy resin for comparison.
The stress concentrations at the edge of the hole under uniaxial tension were determined by photoelastic techniques. The measured stress-concentration factors were compared with well-known values for an infinite, isotropic, homogeneous plate containing a hole. Results were also compared with published data on [90/0/90/0]s 7-ply laminated composite plates, and on plates strengthened with reinforcing rings.
A definite reduction in stress concentration was observed on specimens containing analogue reinforcement.
Keywords
Epoxy Mechanical Engineer Fluid Dynamics Stress Concentration Uniaxial TensionList of Symbols
- a
radius of hole
- b
half width of plate
- f
material-fringe value
- nmax,na
fringe order at edge of hole; at remote location
- r
radial coordinate
- vf, vm
volume fraction of reinforcement; of matrix
- x,y
longitudinal and transverse coordinates
- E, EL, ET, E45
moduli of elasticity: isotropic, longitudinal, transverse; at 45 deg
- Ef, Em
moduli of elasticity for reinforcement; matrix
- G, GLT
shear moduli: isotropic, orthotropic
- Kti, Kz
stress-concentration factors: isotropic, orthotropic
- α
angle formed by longitudinal axis and slope of stress trajectory
- ννLT
Poisson's ratios: isotropic, orthotropic
- ϕ
tangential coordinate
- σ,σθτγθ
stress components in cylindrical coordinates
- σx,σyτx,y
stress components in Cartesian coordinates
- τmax,σa
maximum longitudinal stress; at remote location
Preview
Unable to display preview. Download preview PDF.
References
- 1.Kirsh, G., VDI,42 (1898); See also Timoshenko, S. and Goodier, Theory of Elasticity, 3rd ed., McGraw-Hill Book Co., New York, 90 (1970).Google Scholar
- 2.Howland, R. C. J., “On the Stresses in the Neighbourhood of a Circular Hole in a Strip under Tension,”Philo. Trans. of the Royal Soc. of London, Series A,229,49–86 (1930).MATHGoogle Scholar
- 3.Lekhnitskii, S. G., “Theory of Elasticity of an Anisotropic Elastic Body,”trans. by P. Fern, Holden-Day, Inc., San Francisco, 1701 (1963).Google Scholar
- 4.Timoshenko, S., “On the Stresses in a Plate with a Circular Hole,”J. of the Franklin Inst.,197,505–516 (1942).Google Scholar
- 5.Sezawa, K. and Kubo, K., “Stresses in a Plate with a Flanged Circular Hole,” Report of the Aeron. Res. Inst., Tokyo Imperial Univ., Tokyo, Japan, (84) (Sept. 1932).Google Scholar
- 6.Gurney, G., “An Analysis of the Stresses in a Flat Plate with a Reinforced Circular Hole under Edge Forces,” British Rep. Memo No. 1834 (Feb. 1938).Google Scholar
- 7.Beskin, L., “Strengthening of Circular Holes in Plates under Edge Loads,”J. of Appl. Mech.,11 (3),140–148 (Sept. 1944).Google Scholar
- 8.Levy, S., McPherson, A. E. andSmith, F. C., “Reinforcement of a Small Circular Hole in a Plane Sheet under Tension,”J. of Appl. Mech. 22 (2),249–254 (June 1955).Google Scholar
- 9.Radok, J. R. M., “Problems of Plane Elasticity for Reinforced Boundaries,”J. of Appl. Mech. 15 (2),160–168 (June 1948).Google Scholar
- 10.Muskhelishvili, N. I., “Some Basic Problems of the Mathematical Theory of Elasticity,”N.V.P. Noordhoff, Gronigen, Holland (1953).Google Scholar
- 11.Shimada, H., “Influence of Breadth in Bars with Reinforced Circular Holes under Tension,”Experimental Mechanics,1 (7),33–39 (1961).CrossRefGoogle Scholar
- 12.Suzuki, S., “Stress Measurements in a Plate Containing a Reinforced Circular Hole Using a Photoelastic Method,”Int. J. Mech. Sci.,6,473–477 (1964).Google Scholar
- 13.Suzuki, S., “Stress Measurements in an Infinite Plate with a Hole Reinforced by Different Materials,”Experimental Mechanics,9 (7),332–336 (1969).CrossRefGoogle Scholar
- 14.Seika, M. andIshii, M., “Photoelastic Investigation of the Maximum Stress in a Plate with a Reinforced Circular Hole under Uniaxial Tension,”J. of Appl. Mech., Trans. ASME,31 (4),Series E,701–702 (Dec. 1964).Google Scholar
- 15.Seika, M. andAmano, A., “The Maximum Stress in a Wide Plate with a Reinforced Circular Hole under Uniaxial Tension—Effects of a Boss with Fillet,”J. of Appl. Mech., Trans. ASME,34 (1),Series E.,232–233 (March 1967).Google Scholar
- 16.Daniel, I. M. andRowlands, R. E., “Determination of Strain Concentration in Composites by Moiré Techniques,”J. of Comp. Mat.,5,250–254 (April 1971).Google Scholar
- 17.Hyman, B. I., De Turk, A., Diaz, R. andDiGiovanni, G., “Exploratory Tests on Fiber-Reinforced Plates with Circular Holes under Tension,”AIAA J.,7 (9),1820–1821 (Sept. 1969).Google Scholar
- 18.Lackman, L. M. and Ault, R. M., “Mollifying Stress Field by Using Filamentary Composite Materials,” 12th Nat. SAMPE Symp., D-3 (1967).Google Scholar
- 19.“An Introduction to Photofabrication Using KODAK Photosensitive Resists,” Kodak Publication No. P-79 (1970).Google Scholar
- 20.“Chemical Milling with KODAK Photosensitive Resists,” Kodak Publication No. P-131 (1968).Google Scholar
- 21.Chiba, T. and Heller, R. A., “Alleviation of Stress Concentration with Analogue Reinforcement,” Virginia Polytechnic Inst. and State Univ. Report No. VPI-E-72-4 (April 1972).Google Scholar
- 22.Dally, J. W. andRiley, W. F., “Experimental Stress Analysis,”McGraw-Hill Book Co., New York (1965).Google Scholar
- 23.Savin, G. N., “Stress Concentration Around Holes,”Pergamon Press Inc., New York (1961).Google Scholar
- 24.Cooper, A.A.G., “Trajectorial Fiber Reinforcement of Composite Structures,”PhD Dissertation, Washington Univ., Saint Louis (Dec. 1972).Google Scholar