This paper analyses the wave scattering generated by point pressure loads in the vicinity of infinite fluid-filled circular pipelines submerged in a homogeneous fluid medium. The pipeline has a constant cross-section and is modelled as a homogeneous elastic material. The three-dimensional (3-D) response is formulated in the frequency domain, and is obtained as a discrete summation of the 2-D solutions found for different axial wavenumbers. Time solutions are computed by means of inverse Fourier transforms. Complex frequencies are used to avoid aliasing phenomena.http://www.sciencedirect.com/science/article/B6WM3-49N97KG-4/1/2c5236c670c9987fbd89d00f332bc2e
The non-destructive testing of pipelines encounters many different environmental conditions, which i...
The evaluation of the wave-induced pore pressure around a buried pipeline is particularly important ...
The evaluation of the wave-induced pore pressure around a buried pipeline is particularly important ...
This work analyzes the wave scattering by an elastic, fluid-filled, cylindrical shell structure subm...
This paper investigates the impacts of non-uniformities of pipe diameter (i.e., an inhomogeneous cro...
This paper investigates the impacts of non-uniformities of pipe diameter (i.e., an inhomogeneous cro...
Most reported work on transient fluid/structure interaction (FSI) in liquid-filled pipes has been ca...
Most reported work on transient fluid/structure interaction (FSI) in liquid-filled pipes has been ca...
Most reported work on transient fluid/structure interaction (FSI) in liquid-filled pipes has been ca...
Most reported work on transient fluid/structure interaction (FSI) in liquid-filled pipes has been ca...
Most reported work on transient fluid/structure interaction (FSI) in liquid-filled pipes has been ca...
Most reported work on transient fluid/structure interaction (FSI) in liquid-filled pipes has been ca...
A submarine pipeline on the seabed will adjust its shape to the sea bottom profile. The sea bottom p...
This thesis, presents a study of transient pressures in water pipelines. A study of the fundamentals...
This paper presents a numerical investigation of the feasibility of condition monitoring of untrench...
The non-destructive testing of pipelines encounters many different environmental conditions, which i...
The evaluation of the wave-induced pore pressure around a buried pipeline is particularly important ...
The evaluation of the wave-induced pore pressure around a buried pipeline is particularly important ...
This work analyzes the wave scattering by an elastic, fluid-filled, cylindrical shell structure subm...
This paper investigates the impacts of non-uniformities of pipe diameter (i.e., an inhomogeneous cro...
This paper investigates the impacts of non-uniformities of pipe diameter (i.e., an inhomogeneous cro...
Most reported work on transient fluid/structure interaction (FSI) in liquid-filled pipes has been ca...
Most reported work on transient fluid/structure interaction (FSI) in liquid-filled pipes has been ca...
Most reported work on transient fluid/structure interaction (FSI) in liquid-filled pipes has been ca...
Most reported work on transient fluid/structure interaction (FSI) in liquid-filled pipes has been ca...
Most reported work on transient fluid/structure interaction (FSI) in liquid-filled pipes has been ca...
Most reported work on transient fluid/structure interaction (FSI) in liquid-filled pipes has been ca...
A submarine pipeline on the seabed will adjust its shape to the sea bottom profile. The sea bottom p...
This thesis, presents a study of transient pressures in water pipelines. A study of the fundamentals...
This paper presents a numerical investigation of the feasibility of condition monitoring of untrench...
The non-destructive testing of pipelines encounters many different environmental conditions, which i...
The evaluation of the wave-induced pore pressure around a buried pipeline is particularly important ...
The evaluation of the wave-induced pore pressure around a buried pipeline is particularly important ...