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The leak rate results were then compared and discussed in comparison with the results for a homogeneous pipe.
As the flow models were developed for a homogeneous pipe material, however, some difficulties were encountered in estimating leak rates for bimaterial pipes.
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A modal damping formula is developed analytically for free hanging homogeneous pipes for which material damping is the only source of the structural damping.
In contrast to homogeneous pipes the estimations of KI for multilayer (composite) pipes are numerically more elaborated and the fracture mechanics approach is complicated by the existence of interfaces between single layers, where material parameters are changed by a step.
This paper describes the results from laboratory experiments in which the erosion of non-homogeneous in-pipe sediment deposits was investigated.
In this way, the pipe becomes a homogeneous one-dimensional waveguide, suitable for measurements of energy flow by detection of surface vibrations only.
In this paper a new mechanical energy equation for the incompressible steady non-uniform pipe flow of homogeneous fluid is derived, which includes the variation of the mean turbulent kinetic energy, and the formula for the calculation of the mechanical energy transformation loss for the non-uniform flow between two cross sections is obtained based on this equation.
It gives comparative analysis of stresses distribution in the pipes with inner homogeneous layer and inner composite layer of 0° fibre orientation.
So far, the concentrated heat flux distribution analysed in details revealed the almost homogeneous heating of the new absorber pipe.
The performance of our formulation was tested with synthetic data produced by a 3D model of an air-filled metal pipe buried in a homogeneous halfspace.
The results show that the marginal stability model performs better than the simple homogeneous model for blowdown from short pipes.
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