Relevant bibliographies by topics / Structure interaction

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Structure interaction'

Author: Grafiati
Published: 4 June 2021
Last updated: 25 January 2025

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Journal articles on the topic "Structure interaction"

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Kolaki, Aravind I., and Basavaraj M. Gudadappanavar. "Performance Based Analysis of Framed Structure Considering Soil Structure Interaction." Bonfring International Journal of Man Machine Interface 4, Special Issue (July 30, 2016): 106–11. http://dx.doi.org/10.9756/bijmmi.8165.

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Toma, Milan, Rosalyn Chan-Akeley, Jonathan Arias, Gregory D. Kurgansky, and Wenbin Mao. "Fluid–Structure Interaction Analyses of Biological Systems Using Smoothed-Particle Hydrodynamics." Biology 10, no. 3 (March 2, 2021): 185. http://dx.doi.org/10.3390/biology10030185.

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Due to the inherent complexity of biological applications that more often than not include fluids and structures interacting together, the development of computational fluid–structure interaction models is necessary to achieve a quantitative understanding of their structure and function in both health and disease. The functions of biological structures usually include their interactions with the surrounding fluids. Hence, we contend that the use of fluid–structure interaction models in computational studies of biological systems is practical, if not necessary. The ultimate goal is to develop computational models to predict human biological processes. These models are meant to guide us through the multitude of possible diseases affecting our organs and lead to more effective methods for disease diagnosis, risk stratification, and therapy. This review paper summarizes computational models that use smoothed-particle hydrodynamics to simulate the fluid–structure interactions in complex biological systems.
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Patil, K. S., and Ajit K. Kakade. "Seismic Response of R.C. Structures With Different Steel Bracing Systems Considering Soil - Structure Interaction." Journal of Advances and Scholarly Researches in Allied Education 15, no. 2 (April 1, 2018): 411–13. http://dx.doi.org/10.29070/15/56856.

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Lee, Kyoungsoo, Ziaul Huque, Raghava Kommalapati, and Sang-Eul Han. "The Evaluation of Aerodynamic Interaction of Wind Blade Using Fluid Structure Interaction Method." Journal of Clean Energy Technologies 3, no. 4 (2015): 270–75. http://dx.doi.org/10.7763/jocet.2015.v3.207.

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Pattanashetti, Prateek, and M. S. Bhandiwad. "Seismic Performance of Regular and Irregular Flat Slab Structure with Soil Structure Interaction." Bonfring International Journal of Man Machine Interface 4, Special Issue (July 30, 2016): 215–19. http://dx.doi.org/10.9756/bijmmi.8186.

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Cacciola, Pierfrancesco, Maria Garcia Espinosa, and Alessandro Tombari. "Vibration control of piled-structures through structure-soil-structure-interaction." Soil Dynamics and Earthquake Engineering 77 (October 2015): 47–57. http://dx.doi.org/10.1016/j.soildyn.2015.04.006.

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Roy, Christine, Said Bolourchi, and Daniel Eggers. "Significance of structure–soil–structure interaction for closely spaced structures." Nuclear Engineering and Design 295 (December 2015): 680–87. http://dx.doi.org/10.1016/j.nucengdes.2015.07.067.

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Masia, Mark J., Peter W. Kleeman, and Robert E. Melchers. "Modeling Soil/Structure Interaction for Masonry Structures." Journal of Structural Engineering 130, no. 4 (April 2004): 641–49. http://dx.doi.org/10.1061/(asce)0733-9445(2004)130:4(641).

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Veletsos, A. S., A. M. Prasad, and G. Hahn. "Fluid-structure interaction effects for offshore structures." Earthquake Engineering & Structural Dynamics 16, no. 5 (July 1988): 631–52. http://dx.doi.org/10.1002/eqe.4290160502.

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Zhuo, Chen, Chengwei Zeng, Haoquan Liu, Huiwen Wang, Yunhui Peng, and Yunjie Zhao. "Advances and Mechanisms of RNA–Ligand Interaction Predictions." Life 15, no. 1 (January 15, 2025): 104. https://doi.org/10.3390/life15010104.

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The diversity and complexity of RNA include sequence, secondary structure, and tertiary structure characteristics. These elements are crucial for RNA’s specific recognition of other molecules. With advancements in biotechnology, RNA–ligand structures allow researchers to utilize experimental data to uncover the mechanisms of complex interactions. However, determining the structures of these complexes experimentally can be technically challenging and often results in low-resolution data. Many machine learning computational approaches have recently emerged to learn multiscale-level RNA features to predict the interactions. Predicting interactions remains an unexplored area. Therefore, studying RNA–ligand interactions is essential for understanding biological processes. In this review, we analyze the interaction characteristics of RNA–ligand complexes by examining RNA’s sequence, secondary structure, and tertiary structure. Our goal is to clarify how RNA specifically recognizes ligands. Additionally, we systematically discuss advancements in computational methods for predicting interactions and to guide future research directions. We aim to inspire the creation of more reliable RNA–ligand interaction prediction tools.
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Dissertations / Theses on the topic "Structure interaction"

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Plessas, Spyridon D. "Fluid-structure interaction in composite structures." Thesis, Monterey, California: Naval Postgraduate School, 2014. http://hdl.handle.net/10945/41432.

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In this research, dynamic characteristics of polymer composite beam and plate structures were studied when the structures were in contact with water. The effect of fluid-structure interaction (FSI) on natural frequencies, mode shapes, and dynamic responses was examined for polymer composite structures using multiphysics-based computational techniques. Composite structures were modeled using the finite element method. The fluid was modeled as an acoustic medium using the cellular automata technique. Both techniques were coupled so that both fluid and structure could interact bi-directionally. In order to make the coupling easier, the beam and plate finite elements have only displacement degrees of freedom but no rotational degrees of freedom. The fast Fourier transform (FFT) technique was applied to the transient responses of the composite structures with and without FSI, respectively, so that the effect of FSI can be examined by comparing the two results. The study showed that the effect of FSI is significant on dynamic properties of polymer composite structures. Some previous experimental observations were confirmed using the results from the computer simulations, which also enhanced understanding the effect of FSI on dynamic responses of composite structures.
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Mawson, Mark. "Interactive fluid-structure interaction with many-core accelerators." Thesis, University of Manchester, 2014. https://www.research.manchester.ac.uk/portal/en/theses/interactive-fluidstructure-interaction-with-manycore-accelerators(a4fc2068-bac7-4511-960d-41d2560a0ea1).html.

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The use of accelerator technology, particularly Graphics Processing Units (GPUs), for scientific computing has increased greatly over the last decade. While this technology allows larger and more complicated problems to be solved faster than before it also presents another opportunity: the real-time and interactive solution of problems. This work aims to investigate the progress that GPU technology has made towards allowing fluid-structure interaction (FSI) problems to be solved in real-time, and to facilitate user interaction with such a solver. A mesoscopic scale fluid flow solver is implemented on third generation nVidia ‘Kepler’ GPUs in two and three dimensions, and its performance studied and compared with existing literature. Following careful optimisation the solvers are found to be at least as efficient as existing work, reaching peak efficiencies of 93% compared with theoretical values. These solvers are then coupled with a novel immersed boundary method, allowing boundaries defined at arbitrary coordinates to interact with the structured fluid domain through a set of singular forces. The limiting factor of the performance of this method is found to be the integration of forces and velocities over the fluid and boundaries; the arbitrary location of boundary markers makes the memory accesses during these integrations largely random, leading to poor utilisation of the available memory bandwidth. In sample cases, the efficiency of the method is found to be as low as 2.7%, although in most scenarios this inefficiency is masked by the fact that the time taken to evolve the fluid flow dominates the overall execution time of the solver. Finally, techniques to visualise the fluid flow in-situ are implemented, and used to allow user interaction with the solvers. Initially this is achieved via keyboard and mouse to control the fluid properties and create boundaries within the fluid, and later by using an image based depth sensor to import real world geometry into the fluid. The work concludes that, for 2D problems, real-time interactive FSI solvers can be implemented on a single laptop-based GPU. In 3D the memory (both size and bandwidth) of the GPU limits the solver to relatively simple cases. Recommendations for future work to allow larger and more complicated test cases to be solved in real-time are then made to complete the work.
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Violette, Michael A. "Fluid structure interaction effect on sandwich composite structures." Thesis, Monterey, California. Naval Postgraduate School, 2011. http://hdl.handle.net/10945/5533.

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The objective of this research is to examine the fluid structure interaction (FSI) effect on composite sandwich structures under a low velocity impact. The primary sandwich composite used in this study was a 6.35-mm balsa core and a multi-ply symmetrical plain weave 6 oz E-glass skin. The specific geometry of the composite was a 305 by 305 mm square with clamped boundary conditions. Using a uniquely designed vertical drop-weight testing machine, there were three fluid conditions in which these experiments focused. The first of these conditions was completely dry (or air) surrounded testing. The second condition was completely water submerged. The final condition was a wet top/air-backed surrounded test. The tests were conducted progressively from a low to high drop height to best conclude the onset and spread of damage to the sandwich composite when impacted with the test machine. The measured output of these tests was force levels and multi-axis strain performance. The collection and analysis of this data will help to increase the understanding of the study of sandwich composites, particularly in a marine environment.
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Lea, Patrick D. "Fluid Structure Interaction with Applications in Structural Failure." Thesis, Northwestern University, 2014. http://pqdtopen.proquest.com/#viewpdf?dispub=3605735.

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Methods for modeling structural failure with applications for fluid structure interaction (FSI) are developed in this work. Fracture as structural failure is modeled in this work by both the extended finite element method (XFEM) and element deletion. Both of these methods are used in simulations coupled with fluids modeled by computational fluid dynamics (CFD). The methods presented here allow the fluid to pass through the fractured areas of the structure without any prior knowledge of where fracture will occur. Fracture modeled by XFEM is compared to an experimental result as well as a test problem for two phase coupling. The element deletion results are compared with an XFEM test problem, showing the differences and similarities between the two methods.

A new method for modeling fracture is also proposed in this work. The new method combines XFEM and element deletion to provide a robust implementation of fracture modeling. This method integrates well into legacy codes that currently have element deletion functionality. The implementation allows for application by a wide variety of users that are familiar with element deletion in current analysis tools. The combined method can also be used in conjunction with the work done on fracture coupled with fluids, discussed in this work.

Structural failure via buckling is also examined in an FSI framework. A new algorithm is produced to allow for structural subcycling during the collapse of a pipe subjected to a hydrostatic load. The responses of both the structure and the fluid are compared to a non-subcycling case to determine the accuracy of the new algorithm.

Overall this work looks at multiple forms of structural failure induced by fluids modeled by CFD. The work extends what is currently possible in FSI simulations.

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Zäll, Emma. "Footbridge Dynamics : Human-Structure Interaction." Licentiate thesis, KTH, Bro- och stålbyggnad, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-224527.

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For aesthetic reasons and due to an increased demand for cost-effective and environmentally friendly civil engineering structures, there is a trend in designing light and slender structures. Consequently, many modern footbridges are susceptible to excessive vibrations caused by human-induced loads. To counteract this, today's design guidelines for footbridges generally require verification of the comfort criteria for footbridges with natural frequencies in the range of pedestrian step frequencies. To ensure that a certain acceleration limit is not exceeded, the guidelines provide simplified methodologies for vibration serviceability assessment. However, shortcomings of these methodologies have been identified. First, for certain footbridges, human-structure interaction (HSI) effects might have a significant impact on the dynamic response. One such effect is that the modal properties of the bridge change in the presence of a crowd; most importantly, the damping of the bridge is increased. If this effect is neglected, predicted acceleration levels might be overestimated. Second, as a running person induces a force of greater amplitude than a walking person, a single runner might cause a footbridge to vibrate excessively. Hence, the running load case is highly relevant. These two aspects have in common that they are disregarded in existing design guidelines. For the stated reasons, the demand for improvements of the guidelines is currently high and, prospectively, it might be necessary to require the consideration of both the HSI effect and running loads. Therefore, this licentiate thesis aims at deepening the understanding of these subjects, with the main focus being placed on the HSI effect and, more precisely, on how it can be accounted for in an efficient way. A numerical investigation of the HSI effect and its impact on the vertical acceleration response of a footbridge was performed. The results show that the HSI effect reduces the peak acceleration and that the greatest reduction is obtained for a crowd to bridge frequency ratio close to unity and a high crowd to bridge mass ratio. Furthermore, the performance of two simplified modelling approaches for consideration of the HSI effect was evaluated. Both simplified models can be easily implemented and proved the ability to predict the change in modal properties as well as the structural response of the bridge. Besides that, the computational cost was reduced, compared to more advanced models. Moreover, a case study comprising field tests and simulations was performed to investigate the effect of runners on footbridges. The acceleration limit given in the design guideline was exceeded for one single person running across the bridge while a group of seven people walking across the bridge did not cause exceedance of the limit. Hence, it was concluded that running loads require consideration in the design of a footbridge.
På grund av estetiska skäl och en ökad efterfrågan på kostnadseffektiva och miljövänliga konstruktioner är merparten av de gångbroar som konstrueras idag förhållandevis lätta och slanka. Med anledning av detta ökar risken för att stora svängningar uppstår på grund av dynamisk belastning från människor på bron. För att motverka att detta inträffar kräver dagens normer att komforten verifieras för gångbroar med egenfrekvenser inom området för människans stegfrekvens. Komforten verifieras genom att säkerställa att ett visst accelerationskriterium inte överskrids. För detta ändamål finns handböcker som tillhandahåller förenklade beräkningsmetoder för uppskattning av accelerationsnivåer. Brister i dessa beräkningsmetoder har emellertid identifierats. För det första kan olika typer av människa-bro-interaktion (HSI) ha en betydande inverkan på responsen hos vissa broar. Exempel på en HSI-effekt är att brons modala egenskaper förändras när människor befinner sig på bron; i huvudsak sker en ökning av brons dämpning. Om denna effekt inte tas i beaktande föreligger stor risk att överskatta förväntade accelerationsnivåer. För det andra är kraften från en löpare större än kraften från en gående person vilket gör att en ensam löpare på en gångbro kan ge upphov till accelerationsnivåer som överskrider gränsvärdena för komfort. Löpande personer är därför ett mycket relevant lastfall. Befintliga normer uttrycker inte explicit att någon av dessa aspekter bör tas i beaktande. Behovet av förbättrade riktlinjer för hur normerna bör tillämpas är därför mycket stort och i framtiden kan det bli nödvändigt att kräva att både HSI-effekter och löparlaster tas i beaktande. Därför syftar denna licentiatavhandling till att bidra till en fördjupad förståelse inom dessa två ämnen, med huvudfokus på ovan nämnda HSI-effekt i allmänhet och hur den kan beaktas på ett enkelt, noggrant och tidseffektivt sätt i synnerhet. En numerisk undersökning av HSI-effekten och dess inverkan på den vertikala responsen hos en gångbro genomfördes. Resultaten visar att HSI-effekten reducerar den maximala accelerationen och att störst reduktion erhålls då folksamlingen och bron har ungefär samma egenfrekvens och då folksamlingens massa är stor i förhållande till brons massa. Vidare utvärderades två förenklade metoder för beaktande av HSI-effekten vilka kan implementeras av konstruktörer med grundläggande kunskaper inom strukturdynamik. Det konstaterades att båda metoderna uppskattar HSI-effekten såväl som brons respons förhållandevis väl samtidigt som de reducerar beräkningstiden något jämfört med mer avancerade metoder. Effekten av löpare på gångbroar studerades genom en fallstudie med fältmätningar. Utifrån resultaten från dessa fältmätningar kunde det konstateras att accelerationsgränsen som anges i normerna överskreds när en ensam löpare sprang över bron men inte när en grupp på sju personer gick i takt över samma bro. Därför drogs slutsatsen att löparlaster bör tas i beaktande vid dimensionering av en gångbro.

QC 20180320

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Fernandez, Carlos Javier. "Pile-structure interaction in GTSTRUDL." Thesis, Georgia Institute of Technology, 1990. http://hdl.handle.net/1853/21418.

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Howell, Richard Martyn. "Snoring : a flow-structure interaction." Thesis, University of Warwick, 2006. http://wrap.warwick.ac.uk/101139/.

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A novel method for calculating the linear fluid-structure interaction of a cantilevered flexible surface centrally positioned in an ideal channel flow, incorporating the effects of vorticity shed downstream, is described. The perturbation pressure is modelled using a linearised boundary-element method. The flexible surface deflection is modelled using linearised one-dimensional beam theory. The shed vorticity is modelled using a linearised discrete vortex method. The computational model can therefore be used to conduct numerical experiments where no presupposition of the flexible surface deflection is made. This linear model can accurately capture the onset of instability in this fluid-structure system. The flexible surface is infinitely thin; the upper and lower sides of the surface can therefore be considered stream lines of the flow, with a step jump in pressure between them across the surface. The discontinuity of tangential velocity across the flexible surface generates lift. The flexible surface is therefore modelled by a distribution of vortex singularities with a Kutta condition applied at the surface’s trailing edge. The individual models of the flexible surface and the fluid velocity and vorticity, together with the action of the individual hydrodynamic pressure components created when the models are combined to form a single unsteady model, are validated via a series of numerical experiments and by quantitative comparison with an appropriate, previously developed computational model. Unique, highly detailed investigations into the ideal fluid-structure phenomena observed in numerical experiments conducted over a wide range of mass ratio and inlet velocity are documented. For the first time, detailed numerical investigation of the effect on this fluid-structure interaction of channel walls, a rigid central surface (upstream and adjacent to the flexible surface), unsteady mean flow, the variation of stiffness and damping properties along the flexible surface and the vorticity shed at the trailing edge of the flexible surface have been quantified. Calculations of the critical velocity show good correlation with other published work and examples of the possible application of the unsteady model to different physical fluid-structure phenomena are outlined. Of central importance is the application of the unsteady model to the investigation of the human snoring phenomenon. Further insight into the operation of two types of snore is made and a new type of snore is discovered, incorporating the effects of inhalation. The numerical experiments demonstrate that the location (on the flexible surface) of the destabilising phase shift between the flexible surface velocity and fluid pressure leading to instability change drastically for a small shift in mass ratio. Coupled with knowledge of further snore mechanisms from other published work, these results show the uniqueness of treatment required to provide effective surgical treatment to individual patients suffering from snoring; furthermore, this highlights the need for more realistic fluid-structure models to be created.
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El, Baroudi Adil. "Modélisation en interaction fluide-structure." Rennes 1, 2010. http://www.theses.fr/2010REN1S140.

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Ce travail de thèse est essentiellement constitué de deux parties. La première partie s’intéresse à la modélisation du système crâne-cerveau lors d’un choc. Dans ce système, le fluide joue un rôle tampon entre les deux solides qui ont des propriétés matérielles complètement différentes. Lors d’un choc, on n’arrive pas jusqu’à présent à comprendre les phénomènes d’apparition de lésions cérébrales, qui constituent un enjeu majeur en accidentologie. L’étude s’appuie sur un dispositif expérimental existant, à partir duquel des modèles ont été élaborés. Deux modèles ont été proposés : couplage inertiel et couplage visqueux. Ceux-ci ont été résolus analytiquement et numériquement. La seconde partie aborde la dynamique du système aortique pendant un choc. Dans un premier temps, on s’intéresse à la réponse dynamique de la branche ascendante de l’aorte où une solution analytique du problème modal associé est proposée, afin de pouvoir utiliser par la suite une technique de projection modale. Ensuite, le système entier est soumis à un choc. En effet, en accidentologie, on observe dans certaines situations, une rupture au niveau de la partie terminale de branche ascendante de l’aorte : c’est la rupture isthmique. Dans toute l’étude, le caractère hétérogène de la paroi aortique est pris en compte. Diverses études à caractère paramétrique ont été menées
This thesis is essentially constituted of two parts. The first part focuses on modeling the skull-brain system during an impact. In this system, the fluid acts as a buffer between the two elastic solids with completely different material properties. During an impact, we are not able to understand untill now some phenomena of brain injury, which is a major challenge in traffic accident. The study used on an existing experimental device from which models were developed. Two models were proposed : inertial coupling and viscous coupling. These have been solved analytically and numerically. The second part deals with the dynamics of the aortic system during a shock. Initially, we study the dynamic response of the ascending branch of the aorta where an analytical solution of the modal problem associated is proposed in order to subsequently use a modal projection technique. Then, the whole system is subjected to a shock. Indeed, in accident research, we observe in some cases, a break at the end portion of descending branch of the aorta : the isthmic rupture phenomenon. In all the study, the heterogeneous character of the aortic wall is taken into account. Various parametric studies have been conducted
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Thiriat, Paul. "FLUID-STRUCTURE INTERACTION : EFFECTS OF SLOSHING IN LIQUID-CONTAINING STRUCTURES." Thesis, KTH, Bro- och stålbyggnad, 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-125353.

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This report presents the work done within the framework of my master thesis in the program Infrastructure Engineering at KTH Royal Institute of Technology, Stockholm. This project has been proposed and sponsored by the French company Setec TPI, part of the Setec group, located in Paris. The overall goal of this study is to investigate fluid-structure interaction and particularly sloshing in liquid-containing structures subjected to seismic or other dynamic action. After a brief introduction, the report is composed of three main chapters. The first one presents and explains fluid-structure interaction equations. Fluid-structure interaction problems obey a general flow equation and several boundary conditions, given some basic assumptions. The purpose of the two following chapters is to solve the corresponding system of equations. The first approach proposes an analytical solution: the problem is solved for 2D rectangular tanks. Different models are considered and compared in order to analyze and describe sloshing phenomenon. Liquid can be decomposed in two parts: the lower part that moves in unison with the structure is modeled as an impulsive added mass; the upper part that sloshes is modeled as a convective added mass. Each of these two added mass creates hydrodynamic pressures and simple formulas are given in order to compute them. The second approach proposes a numerical solution: the goal is to be able to solve the problem for any kind of geometry. The differential problem is resolved using a singularity method and Gauss functions. It is stated as a boundary integral equation and solved by means of the Boundary Element Method. The linear system obtained is then implemented on Matlab. Scripts and results are presented. Matlab programs are run to solve fluid-structure interaction problems in the case of rectangular tanks: the results concur with the analytical solution which justifies the numerical solution. This report gives a good introduction to sloshing phenomenon and gathers several analytical solutions found in the literature. Besides, it provides a Matlab program able to model effects of sloshing in any liquid-containing structures.
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Sribalaskandarajah, Kandiah. "A computational framework for dynamic soil-structure interaction analysis /." Thesis, Connect to this title online; UW restricted, 1996. http://hdl.handle.net/1773/10180.

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Books on the topic "Structure interaction"

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Kwon, Young W. Fluid-Structure Interaction of Composite Structures. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-57638-7.

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Bungartz, Hans-Joachim, and Michael Schäfer, eds. Fluid-Structure Interaction. Berlin, Heidelberg: Springer Berlin Heidelberg, 2006. http://dx.doi.org/10.1007/3-540-34596-5.

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Jones, Stephen, Joy Tillotson, Richard F. McKenna, and Ian J. Jordaan, eds. Ice-Structure Interaction. Berlin, Heidelberg: Springer Berlin Heidelberg, 1991. http://dx.doi.org/10.1007/978-3-642-84100-2.

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Sigrist, Jean-François. Fluid-Structure Interaction. Chichester, UK: John Wiley & Sons, Ltd, 2015. http://dx.doi.org/10.1002/9781118927762.

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BULL, JOHN W. SOIL STRUCTURE INTERACTION. Abingdon, UK: Taylor & Francis, 1988. http://dx.doi.org/10.4324/9780203474891.

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S, Cakmak A., ed. Soil-structure interaction. Amsterdam: Elsevier, co-published with Computational Mechanics, 1987.

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S, Cakmak A., and International Conference on Soil Dynamics and Earthquake Engineering (3rd : 1987 : Princeton University), eds. Soil-structure interaction. Amsterdam: Elsevier, 1987.

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S, Cakmak A., ed. Soil-structure interaction. Amsterdam: Elsevier, co-published with Computational Mechanics, 1987.

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National Research Council (U.S.). Transportation Research Board., ed. Soil-structure interaction. Washington, D.C: Transportation Research Board, National Research Council, 1987.

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1941-, Chakrabarti Subrata K., and Brebbia C. A, eds. Fluid structure interaction. Southampton: WIT Press, 2001.

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Book chapters on the topic "Structure interaction"

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Boyl, Brian L. M. "Structure." In Interaction for Designers, 121–40. New York, NY : Routledge, 2019. | bibliographical references and index.: Routledge, 2019. http://dx.doi.org/10.4324/9781315226224-7.

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Boeyens, Jan C. A. "Covalent Interaction." In Structure and Bonding, 93–135. Berlin, Heidelberg: Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-31977-8_5.

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Dolejší, Vít, and Miloslav Feistauer. "Fluid-Structure Interaction." In Discontinuous Galerkin Method, 521–51. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-19267-3_10.

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Doyle, James F. "Structure-Fluid Interaction." In Wave Propagation in Structures, 243–74. New York, NY: Springer New York, 1997. http://dx.doi.org/10.1007/978-1-4612-1832-6_8.

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Kleinstreuer, Clement. "Fluid–Structure Interaction." In Fluid Mechanics and Its Applications, 435–79. Dordrecht: Springer Netherlands, 2009. http://dx.doi.org/10.1007/978-1-4020-8670-0_8.

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Vrettos, Christos. "Soil-Structure Interaction." In Encyclopedia of Earthquake Engineering, 1–16. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-36197-5_141-1.

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Blevins, R. D. "Vortex-Structure Interaction." In Fluid Mechanics and Its Applications, 533–74. Dordrecht: Springer Netherlands, 1995. http://dx.doi.org/10.1007/978-94-011-0249-0_12.

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Jia, Junbo. "Soil–Structure Interaction." In Soil Dynamics and Foundation Modeling, 177–90. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-40358-8_5.

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Souli, Mhamed. "Fluid-Structure Interaction." In Arbitrary Lagrangian-Eulerian and Fluid-Structure Interaction, 51–108. Hoboken, NJ USA: John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118557884.ch2.

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Vrettos, Christos. "Soil-Structure Interaction." In Encyclopedia of Earthquake Engineering, 3315–27. Berlin, Heidelberg: Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-642-35344-4_141.

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Conference papers on the topic "Structure interaction"

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"Structure/Flow Interaction in Inflatable Structures." In 55th International Astronautical Congress of the International Astronautical Federation, the International Academy of Astronautics, and the International Institute of Space Law. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2004. http://dx.doi.org/10.2514/6.iac-04-u.3.a.06.

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Teich, M., and N. Gebbeken. "Aerodynamic damping and fluid-structure interaction of blast loaded flexible structures." In Fluid Structure Interaction 2011. Southampton, UK: WIT Press, 2011. http://dx.doi.org/10.2495/fsi110081.

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Fares, Reine, Maria Paola Santisi d'Avila, Anne Deschamps, and Evelyne Foerster. "STRUCTURE-SOIL-STRUCTURE INTERACTION ANALYSIS FOR REINFORCED CONCRETE FRAMED STRUCTURES." In XI International Conference on Structural Dynamics. Athens: EASD, 2020. http://dx.doi.org/10.47964/1120.9231.19162.

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Yurkovich, Rudy. "Wing-tail interaction flutter revisited." In 37th Structure, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1996. http://dx.doi.org/10.2514/6.1996-1447.

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Rocha, Renata, Hélio Ribeiro Neto, Pedro Ricardo Corrêa Souza, Aristeu Silveira Neto, Aldemir Ap Cavalini Jr, and João Marcelo Vedovoto. "Fluid-Structure Interaction Simulation Of Marine Structures." In 25th International Congress of Mechanical Engineering. ABCM, 2019. http://dx.doi.org/10.26678/abcm.cobem2019.cob2019-1131.

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Liu, Hongjun, Jie Liu, and Jun Teng. "Control-Structure Interaction in Structural Vibration Control." In 11th Biennial ASCE Aerospace Division International Conference on Engineering, Science, Construction, and Operations in Challenging Environments. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40988(323)196.

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Dale, Jason J., and A. E. Holdo̸. "Fluid Structure Interaction Modelling." In ASME/JSME 2004 Pressure Vessels and Piping Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/pvp2004-2858.

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Numerical modeling of fluid/structure interaction (FSI) falls into the multi-physics domain and has significant importance in many engineering problems. It is an active research area in the field of computational mechanics and examples are found in diverse applications such as aeronautics, biomechanics and the offshore industries. As such, Computational Fluid Dynamics (CFD) and Finite Element (FE) analysis techniques have continuously evolved into this field. This paper presents one such technique and focuses on the further developments of a displacement based finite volume method previously presented by the author, in particular, its ability to now predict fixed displacement, normal, shear and thermal stresses and strains within a single CFD program. An advantage of this method is that a single solution procedure has the potential to be employed to predict both fluid, structural and fluid/structure interaction effects simultaneously.
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Gaul, Lothar. "Acoustic Fluid-Structure Interaction." In ASME 2013 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/imece2013-63601.

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The vibration behavior of ships is noticeably influenced by the surrounding water, which represents a fluid of high density. In this case, the feedback of the fluid pressure onto the structure cannot be neglected and a strong coupling scheme between the fluid domain and the structural domain is necessary. In this work, fast boundary element methods are used to model the semi-infinite fluid domain with the free water surface. Two approaches are compared: A symmetric mixed formulation is applied where a part of the water surface is discretized. The second approach is a formulation with a special half-space fundamental solution, which allows the exact representation of the Dirichlet boundary condition on the free water surface without its discretization. Furthermore, the influence of the compressibility of the water is investigated by comparing the solutions of the Helmholtz and the Laplace equation. The ship itself is modeled with the finite element method. A binary interface to the commercial finite element package ANSYS is used to import the mass matrix and the stiffness matrix. The coupled problems are formulated using Schur complements. To solve the resulting system of equations, a combination of a direct solver for the finite element matrix and a preconditioned GMRES for the overall Schur complement is chosen. The applicability of the approach is demonstrated using a realistic model problem.
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Heller, R., and S. Thangjitham. "Probabilistic service life prediction for creep-fatigue interaction." In 37th Structure, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1996. http://dx.doi.org/10.2514/6.1996-1560.

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Jecl, R., L. Škerget, and J. Kramer. "Heat and mass transfer in compressible fluid saturated porous media with the boundary element method." In FLUID STRUCTURE INTERACTION 2009. Southampton, UK: WIT Press, 2009. http://dx.doi.org/10.2495/fsi090011.

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Reports on the topic "Structure interaction"

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Benaroya, Haym, and Timothy Wei. Modeling Fluid Structure Interaction. Fort Belvoir, VA: Defense Technical Information Center, September 2000. http://dx.doi.org/10.21236/ada382782.

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Isaac, Daron, and Michael Iverson. Automated Fluid-Structure Interaction Analysis. Fort Belvoir, VA: Defense Technical Information Center, February 2003. http://dx.doi.org/10.21236/ada435321.

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Love, E., and R. L. Taylor. Acoustic-structure interaction problems. Final report. Office of Scientific and Technical Information (OSTI), December 1993. http://dx.doi.org/10.2172/110709.

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Miller, C., C. Costantino, A. Philippacopoulos, and M. Reich. Verification of soil-structure interaction methods. Office of Scientific and Technical Information (OSTI), May 1985. http://dx.doi.org/10.2172/5507213.

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Zhu, Minjie, and Michael Scott. Two-Dimensional Debris-Fluid-Structure Interaction with the Particle Finite Element Method. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, April 2024. http://dx.doi.org/10.55461/gsfh8371.

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In addition to tsunami wave loading, tsunami-driven debris can cause significant damage to coastal infrastructure and critical bridge lifelines. Using numerical simulations to predict loads imparted by debris on structures is necessary to supplement the limited number of physical experiments of in-water debris loading. To supplement SPH-FEM (Smoothed Particle Hydrodynamics-Finite Element Method) simulations described in a companion PEER report, fluid-structure-debris simulations using the Particle Finite Element Method (PFEM) show the debris modeling capabilities in OpenSees. A new contact element simulates solid to solid interaction with the PFEM. Two-dimensional simulations are compared to physical experiments conducted in the Oregon State University Large Wave Flume by other researchers and the formulations are extended to three-dimensional analysis. Computational times are reported to compare the PFEM simulations with other numerical methods of modeling fluid-structure interaction (FSI) with debris. The FSI and debris simulation capabilities complement the widely used structural and geotechnical earthquake simulation capabilities of OpenSees and establish the foundation for multi-hazard earthquake and tsunami simulation to include debris.
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Barone, Matthew Franklin, Irina Kalashnikova, Daniel Joseph Segalman, and Matthew Robert Brake. Reduced order modeling of fluid/structure interaction. Office of Scientific and Technical Information (OSTI), November 2009. http://dx.doi.org/10.2172/974411.

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Schunk, Peter. Fluid-Structure Interaction of Deforming Porous Media. Office of Scientific and Technical Information (OSTI), November 2017. http://dx.doi.org/10.2172/1411752.

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Wood, Stephen L., and Ralf Deiterding. Shock-driven fluid-structure interaction for civil design. Office of Scientific and Technical Information (OSTI), November 2011. http://dx.doi.org/10.2172/1041422.

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Liu, Wing K. Multiresolution Analysis of Compressible Viscous Flow-Structure Interaction. Fort Belvoir, VA: Defense Technical Information Center, March 2000. http://dx.doi.org/10.21236/ada377739.

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Costantino, C., and A. Philippacopoulos. Influence of ground water on soil-structure interaction. Office of Scientific and Technical Information (OSTI), December 1987. http://dx.doi.org/10.2172/5529456.

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