general weight function
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2020 ◽  
Vol 120 (1-2) ◽  
pp. 87-101
Author(s):  
Dario D. Monticelli ◽  
Fabio Punzo ◽  
Marco Squassina

We establish necessary conditions for the existence of solutions to a class of semilinear hyperbolic problems defined on complete noncompact Riemannian manifolds, extending some nonexistence results for the wave operator with power nonlinearity on the whole Euclidean space. A general weight function depending on spacetime is allowed in front of the power nonlinearity.


2017 ◽  
Vol 16 (05) ◽  
pp. 1750098
Author(s):  
Serhii Dyshko

A complete extension theorem for linear codes over a module alphabet, equipped with the symmetrized weight composition, is proven. It is also shown that the extension property with respect to a general weight function does not hold for module alphabets, that have a noncyclic socle.


2010 ◽  
Vol 77 (11) ◽  
pp. 1631-1643 ◽  
Author(s):  
M. Beghini ◽  
M. Benedetti ◽  
V. Fontanari ◽  
B.D. Monelli

2007 ◽  
Vol 74 (4) ◽  
pp. 602-611 ◽  
Author(s):  
M. Beghini ◽  
L. Bertini ◽  
R. Di Lello ◽  
V. Fontanari

Author(s):  
H. L. Li ◽  
X. Wang ◽  
R. Bell

For cracks under mode-I loading, it has been demonstrated that a general weight function expression with three unknown parameters can be used to approximate a variety of crack configurations under mode-I loading. For a given crack geometry, the unknown parameters can be determined from reference stress intensity factors (SIFs) together with characteristic properties of the weight functions. It is demonstrated in this paper that a general weight function expression also exists for cracks under mode II loading. The determination of weight functions for cracks in mode II can then also be conducted using reference stress intensity factors (SIFs) together with characteristic properties of the weight functions. This method is used to obtain the mode II weight functions for test specimens including single edge cracked plate, internal center cracked plate and double edge cracked plate. These derived weight functions were further used to calculate the SIFs for the above cracks subjected to several linear and non-linear shear loads and were compared to available SIF solutions.


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