Abstract
The present investigation deals with the stress distribution in the vicinity of rectangular inserts in finite rectangular plates. This problem is more complex due to the singularities at the corners of the inserts. In this paper, the finite-element technique is used to determine the deformations and, subsequently, the stresses. The paper treats the problem in a generalized form in the sense that the size and orientation of the insert are taken as variables. The finite rectangular plate is subjected to a uniform axial tensile load. The material of the plate and that of the insert are considered to be different.
Element selections are made which are optimal with regard to accuracy and computational effort. The local element stresses which generate considerable discontinuity at the element nodes are plotted. Averaging process for the local stress calculations is discussed and these are compared with the results available1 which are obtained by experimental techniques.
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Abbreviations
- a i ,b i :
-
arbitrary coefficients
- E :
-
modulus of elasticity
- {f}:
-
displacement vector
- [N]:
-
shape functions
- u, v :
-
displacements in the x and y direction
- x, y :
-
nondimensionalized coordinates
- {ε}:
-
strain matrix
- {σ}:
-
stress matrix
- ν:
-
Poisson’s ratio
References
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Mirza, S. Finite-element analysis of rectangular plates with rectangular inserts. Experimental Mechanics 16, 392–396 (1976). https://doi.org/10.1007/BF02320697
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DOI: https://doi.org/10.1007/BF02320697