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This thesis is dedicated to obtain the structural responses of the particular equipment when a surface ship is submitted to underwater explosion (UNDEX). In the analysis, the influence of first shock wave and first two bubbles pulsations are taken into account. The main purpose of the thesis is to analyze the response of the equipment in case of UNDEX. Once, the main shock analysis method for the equipment (DDAM) is explained widely for evaluation of the structural response of the equipment. The Dynamic Design Analysis Method (DDAM) is based on shock response spectrum theory. Therefore, shock response spectrum is described in the thesis and generated by two different codes ANSYS and MATLAB for given time-history responses, which are obtained from a finite element transient analysis to simplified ship model. In order to get the response of the vessel’s structure, the finite element transient analysis is performed, considering the pressure load of the explosion which is provided by STX Europe. Additionally, the analysis is carried out in an explicit solver LSDYNA for a simplified ship model (semi-cylinder hull) structure which as much as presents a frigate properties. The first DDAM analysis is performed with both ANSYS and MSC. NASTRAN for a cantilever beam by using only the specified coefficients from NRL-1396 report. Obtained numerical results are compared with an analytical solution to verify the DDAM process in a finite element solver. Afterwards, the procedure is followed by more complex beam structure analysis such as an antenna. In the analyses of the antenna, the shock response spectrum is obtained from the acceleration or displacement time-history signals for an equipment on the vessel, where equipment located, also, by specified DDAM coefficients from G.J. O’Hara R.O. Belsheim NRL 1396, which is used by US and British Navies. Finally, the responses of the equipment such as displacements, stresses are obtained for different calculations and are compared in a manner based on the theory stands.
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In this study, a measurement method concerning dynamic shaft bearing loads resulting from axial vibrations in a propulsion shaft system of a megayacht was developed. Axial shaft vibration measurement set-up was designed, materials of the experiment were selected and the steps of the measurement were defined. The main aim of the thesis is to determine the forces coming from the propeller. A new method was developed to calculate these forces. This method is based on modal analysis and mobility function which is the back bone of the modal analysis. Therefore an experimental set-up and the steps of the experiment were developed uniquely in order to obtain the mobility function of the shaft line for megayachts in motion. An example experiment was designed for a particular motor yacht. All the materials and the tools were selected according to particulars of this megayacht. However the steps of the experiment can be applied to any yacht and are given in a table in conclusion. The main challenges of the thesis are applying the excitation force and finding suitable tools for the experiment. The measurement of vibration is desired to be performed on a yacht as built. Laboratory devices and conditions are not valid any longer. The spaces around the shaft, real working conditions of the yacht and the lack of convenient excitation methods are all obstacles for this experiment. There are many different types of excitation methods like pressurized air, acoustics, electromagnetic excitation and laser. They are all non-contact type excitation methods but they have different drawbacks and are not suitable to be used in this measurement. On the other hand an impact hammer which is a contact type excitation method and also dangerous to be used on rotating shaft can be a solution. It has also disadvantages and is not a perfect solution, but it was decided to be used with special modifications and additional devices. It is a special impact hammer which can be controlled automatically. Hitting in axial direction to the 34 ton of propeller and the shaft which is rotating with 188 rpm is the particular case considered here. Moreover there is just one suitable place to hit the shaft. It is a flange which is full of bolts. Therefore two different solutions were developed to enable to hit the flange: covering the bolted face of the flange by additional steel plate and attaching the impact hammer to the shaft. The first one needs extra design of plates. In the second option, an automated impact hammer is attached to the shaft and can be remote controlled. These designs reduce many drawbacks of the impact hammer. The thesis was developed as theoretical basis because of the lack of an on-going megayacht project in the shipyard during the thesis. Therefore performing the measurement and confirming of the method can be a future study.
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Vibration is the part of dynamics that deals with repetitive motion around the state of equilibrium. There are two main aspects that differ structural dynamic problem from its static analogy. The first one is that load, by definition, is the time-varying for the dynamic problem, which causes that response also varies with time. The second principal difference is that if timevarying load () is applied, the resulting displacements depend not only on this load but also on inertial forces which resist the acceleration causing them. Structural response to any dynamic load is expressed in terms of the displacement time-history of the structure. It is obtained by solving the equation of motion of the structure that defines the dynamic displacement. The objective of the master thesis is to develop a guideline for the vibration analysis of offshore structures which will allow SOFRESID ENGINEERING in addition to the static analysis to perform also vibration one. Typical designs of the company (pipelaying vessel, field development ship, self-propeller dynamically positioned vessel etc.) distinguish themselves with high structural complexity that increases the risk of resonance and requires big computational effort for vibration analysis. Therefore, modal analysis is introduced as an effective means to evaluate the response of the structures and to identify beforehand if resonance occurs. A coordinate transformation in modal analysis allows to calculate free vibration response with the mathematics of symmetric eigenvalue problem. The orthogonality of the eigenvectors lets to uncouple the equations of motion. Moreover, it is assumed that the rate of change of excitation frequency is negligibly low. Thus, the vibration response is a steady state and transient response is not considered. Finally, no stress analysis after vibration analysis is required. Therefore, small model features that do not significantly influence neither mass nor stiffness can be excluded. The results of the master thesis include an optimal finite element size for the typical structures and constrains; a number of sensitivity studies of the key structural and numerical parameters; flowcharts of vibration analysis and the design of vibration isolation system; the velocities of vibration responses for the simple and complex cases as a function of excitation frequency. Finite elements solver NASTRAN is used to solve the equations of motion, whereas pre- and post-processor PATRAN is used to create input files for the solver and post-process results.
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Increasing economic and industrial activities in Polar Regions require new engineering solutions to deal with arctic hazards. One of the main challenges for vessel navigation in ice are pressure ice ridges — sets of randomly oriented large pieces of sea ice along a line with keel and sail parts. These ice ridges may affect the normal exploitation of ice-going vessels, subsea pipelines, and equipment. The objective of this master thesis was to develop and implement algorithms in a numerical tool, capable of simulating the process of ship hull breaking through pressure ice ridge. The tool is based on the idea to implement Discrete Element Method (DEM) and corresponding code developed at Hamburg Ship Model Basin (HSVA) for simulation of ice ridges creation. In the thesis the following aspects have been covered: theoretical information on pressure ice ridges and the processes of their creation in nature and ice tank; review of available at present methods to estimate ridge and structure interaction; general idea of DEM and its application; ridge and hull interaction. In the present project the author focuses on the following: modification of theoretical DEM algorithms in order to be adopted for ridge breaking simulation; method to introduce and to treat complex concave hull geometry with existing DEM software, taking into account adopted data structures of three-dimensional DEM; calculation of hydrostatic properties, inertial and other relevant characteristics of the ship hull (buoyancy, thrust, gravity, restoring forces); numerical integration of equations of motion of ship as discrete element in order to observe realistic performance of the vessel in an ice ridge. Interaction with level ice is not simulated but implemented in the form of an added ice resistance based on semi-empirical formulae of Lindqvist (1989). The software is able to provide visualization of ship hull/ice ridge interaction, calculate ship resistance, position, velocity, acceleration, thrust, and other relevant parameters during breaking through an ice ridge, and simulate ramming operations corresponding to reality when ship is getting stuck in the ridge. The code has been validated with corresponding experimental data, provided by Hamburg Ship Model Basin. The results have been discussed and proposals for further calibration and validation of the existing model have been given. Finally some ideas are expressed on how to use developed methods to simulate interaction of floating structures with other types of ice formations.
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Nowadays, the challenge on offshore industry is gradually increases as the European Union target to generate 20-40 GW by 2020 from the renewable energy sector. Thus, a bigger wind farm is needed and it leads to a different structure design which is supposed to be able to sustain the load on offshore sites. Jacket type structure is one of the solutions to answer such challenge and it is important to perform a study on this particular structure. Based on that fact, collision frequency in the North Sea and the possible widespread risks of the ship-jacket collision, the industry needs another tool to analyze the collisions rather than the commercial finite element solver which demands a lot of time to complete one calculation. The super-element method based on plastic limit analysis has been applied in a previous work to derive analytically the crushing resistance of a cylinder when it is impacted by the stem or the bulb of a striking ship. Then, the developed algorithms have been implemented in an analytical tool named “COLEOL”. The aim of this master thesis is to perform nonlinear numerical simulations of rigid ship - jacket collisions using the well-known finite element code LS-DYNA and to compare the obtained crushing forces and absorbed energy to COLEOL results. For several impact scenarios, the discrepancy between numerical and analytical calculations is assessed and the limitations of the COLEOL program are outlined. This research has been funded by the French region “Pays de la Loire” in the framework of the so-called “CHARGEOL” project involving several partners from industry and university such as Bureau Veritas, Ecole Centrale de Nantes, Hydrocéan, ICAM, IFSTTAR, INNOSEA, and STX Solutions France.
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Underwater Explosions (UNDEX) have been a subject of high interest not only for military organizations but also for commercial industry. The analytical and numerical tools that have been developed until these days have allowed studying the energy transport mechanisms occurred in UNDEX and its interaction with man-crafted structures, allowing also improving the structural scantlings and defense systems against these kinds of treats. Similar approaches can be used as well to study the instantaneous high-pressure impact loads such as slamming, which is one of the most important design loads in the vast majority of applications in naval engineering. However, performing experimental tests of these mechanisms is not only a costly but also a complicated process, due to the hazards involved in handling explosives and the limited organizations that have licenses to develop such tests. Under the framework of Project SUCCESS, one of the main objectives is to study the response of Fiber Reinforced Polymers (FRP) structures subjected to slamming and UNDEX, therefore developing accurate calculation tools, which allow the designers to take into account these loads in the design of different naval components. One of the main challenges of the project is to include adequately the intra-laminar and inter-laminar damage mechanisms during these events, which is far more complex to the ones suffered by metallic materials. For these reasons, a series of experimental tests were performed in order to understand the dynamic behavior of FRP square plates subjected to soft body projectile impacts, while validating the numerical models developed. The research performed in this Master thesis was focused in the use of Arbitrary Lagrangian Eulerian (ALE) methods for solving Fluid Structure Interaction (FSI) problems involving Soft Body Impacts on composite laminates, focusing mainly in the structural behavior of the plates during the impact, especially the intra-laminar damage mechanisms and its evolution. Simplified models of composite damage are used to predict the different phases of the plate response: elastic response, initiation of matrix cracking due to tension loads and finally fiber rupture. The initial results of the numerical models were used as a reference for the gas canon tests performed during the project campaign.
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