Computation of finite strains from moire displacement patterns

1968 ◽  
Vol 3 (1) ◽  
pp. 65-75 ◽  
Author(s):  
W Bossaert ◽  
R Dechaene ◽  
A Vinckier

A new and accurate method is described for deriving finite strains from moiré displacement patterns. The components u and v of the displacements at the mesh points of a Lagrangian co-ordinate network are estimated from the moiré fringes. In the neighbourhood of a point, where the strains are to be calculated, two algebraic functions are determined, approximating as closely as possible to the two sets of estimated u and v values. The strains are then calculated from the partial derivatives of these two functions. The procedure is repeated for all points at which the strains are required. When this procedure is applied to a great number of points the use of a computer becomes a practical necessity. Once the formulae have been programmed, the operator has only to estimate the u and v values at the mesh points of the co-ordinate network and to feed this set of numbers to the computer. This new method thus allows a considerable gain in time and brings about an improvement in accuracy compared with other methods.

2011 ◽  
Vol 27 (3) ◽  
pp. 389-398 ◽  
Author(s):  
Q. Liu ◽  
J. Zhang ◽  
L. Gu ◽  
L. Yan

ABSTRACTThis paper has developed an accurate method for calculating the first and second derivatives of dynamic responses with respect to the design variables of structures subjected to dynamic loads. An efficient algorithm to calculate the dynamic responses, their first and second derivatives with respect to the design variables is formulated based on the Newmark-β method. The algorithm is achieved by direct differentiation and only a single dynamics analysis is required. An example is demonstrated with the new method proposed in this paper and the analytical method. The comparative numerical results show the new method is highly accurate compared to the analytical method.


1978 ◽  
Vol 9 (4) ◽  
Author(s):  
S. I. BEILIN ◽  
S. B. GOL'SHTEIN ◽  
B. A. DOLGOPLOSK ◽  
A. M. KRAPIVIN ◽  
E. I. TINYAKOVA ◽  
...  

Author(s):  
N. S. Nametkin ◽  
V. M. Vdovin ◽  
V. A. Poletaev ◽  
N. N. Alekhin ◽  
M. B. Sergeeva

Author(s):  
Nitin Arora ◽  
Ryan P. Russell ◽  
Nathan J. Strange

1968 ◽  
Vol 5 (2) ◽  
pp. 401-413 ◽  
Author(s):  
Paul J. Schweitzer

A perturbation formalism is presented which shows how the stationary distribution and fundamental matrix of a Markov chain containing a single irreducible set of states change as the transition probabilities vary. Expressions are given for the partial derivatives of the stationary distribution and fundamental matrix with respect to the transition probabilities. Semi-group properties of the generators of transformations from one Markov chain to another are investigated. It is shown that a perturbation formalism exists in the multiple subchain case if and only if the change in the transition probabilities does not alter the number of, or intermix the various subchains. The formalism is presented when this condition is satisfied.


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