Relevant bibliographies by topics / Flexible fences

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Book chapters
  4. Conference papers

Academic literature on the topic 'Flexible fences'

Author: Grafiati
Published: 4 June 2021
Last updated: 18 February 2022

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Journal articles on the topic "Flexible fences"

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Bode, Michael, Karl E. C. Brennan, Keith Morris, Neil Burrows, and Neville Hague. "Choosing cost-effective locations for conservation fences in the local landscape." Wildlife Research 39, no. 3 (2012): 192. http://dx.doi.org/10.1071/wr11106.

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Context Exclosure fences are widely used to reintroduce locally extinct animals. These fences function either as permanent landscape-scale areas free from most predators, or as small-scale temporary acclimatisation areas for newly translocated individuals to be ‘soft released’ into the wider landscape. Existing research can help managers identify the best design for their exclosure fence, but there are currently no methods available to help identify the optimal location for these exclosures in the local landscape (e.g. within a property). Aims We outline a flexible decision-support tool that c
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Sheta, Essam F. "A Multidisciplinary Analysis of Tail Buffeting Alleviation Using Streamwise Fences." Journal of Vibration and Control 9, no. 5 (2003): 583–604. http://dx.doi.org/10.1177/1077546303009005005.

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A multidisciplinary analysis of vertical tail buffeting and buffeting alleviation of generic fighter aircraft is conducted. This complex multidisciplinary problem is solved for the fluid dynamics, structure dynamics, fluid-structure coupling, and grid deformation using a computing environment that controls the temporal synchronization of the data transfer between the analysis modules. The generic fighter aircraft consists of a sharp-edged delta wing with an aspect ratio of one and a swept-back, flexible, vertical twin tail with a taper ratio of 0.23. Twin streamwise fences are located at the 3
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Ivanov, Volodymyr, Andrii Onyshchenko, Liudmyla Ivanova, Liudmyla Zasukha, and Valerii Hryhorenko. "Innovative approaches in the organization of closed waste-free production of organic pork using cultural and natural agricultural land." Pig breeding the interdepartmental subject scientific digest, no. 74 (February 28, 2020): 15–25. http://dx.doi.org/10.37143/0371-4365-2020-74-02.

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The mobile house for two-phase litter rearing piglets was developed in the conditions of pasture their housing, the feature of which is that its side walls and roof are made in the form of two similar in shape and length of arched panels. In the back wall of the inner shield is a litter box, a self-feeder for piglets, a feed unit for a sow and a wicket, and in the front wall of the outer shield are doors with a wicket. Along with this, all walls and the roof of the litter box are made of transparent plastic, and the wall located near the self-feeding trough is also made perforated. In addition
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Quigley, M., R. Van Dissen, P. Villamor, et al. "Surface rupture of the Greendale Fault during the Darfield (Canterbury) earthquake, New Zealand." Bulletin of the New Zealand Society for Earthquake Engineering 43, no. 4 (2010): 236–42. http://dx.doi.org/10.5459/bnzsee.43.4.236-242.

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The Mw 7.1 Darfield (Canterbury) earthquake of 4 September 2010 (NZST) was the first earthquake in New Zealand to produce ground-surface fault rupture since the 1987 Edgecumbe earthquake. Surface rupture of the previously unrecognised Greendale Fault during the Darfield earthquake extends for at least 29.5 km and comprises an en echelon series of east-west striking, left-stepping traces. Displacement is predominantly dextral strike-slip, averaging ~2.5 m, with maxima of ~5 m along the central part of the rupture. Maximum vertical displacement is ~1.5 m, but generally < 0.75 m. The south sid
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Lei, Zheng Bao, Li Hong Li, Mu Xi Lei, and Chen Chen Chen. "Research on the Crashworthiness of Neotype Flexible Safety Fence." Applied Mechanics and Materials 204-208 (October 2012): 1689–92. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.1689.

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In order to identify the crashworthiness of neotype flexible safety fence, methods was created by conducting FEA (finite element analysis) computer simulation and full-scale impact test based on the current available evaluation standard. Above all, the model of “vehicle-guardrail” was set up based on virtual proving ground (VPG) pretreatment software, the safety in the impact between vehicle and neotype flexible safety fence were studied from the aspects of the moving locus of vehicle, the acceleration of vehicle and the maximum lateral displacement of guardrail etc. Secondly, full-scale impac
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Piatkowski, Tomasz, Janusz Sempruch, and Tomasz Tomaszewski. "DYNAMICS OF A SORTING PROCESS WITH A STREAM OF DISCRETE IMPACT LOADS." Transactions of the Canadian Society for Mechanical Engineering 38, no. 1 (2014): 139–54. http://dx.doi.org/10.1139/tcsme-2014-0009.

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The sorting process applied to a stream of unit loads (cubiform objects, parcels) transported on conveyors is investigated. The sorting process is performed by means of an active fence (flexible arm) that makes a 1dof rotary motion. The manipulated loads are treated as bodies with nonlinear elastic-damping properties described by modified nonlinear Kelvin model. The equations of motion of the flexible fence, and those of the interacting object, are derived using the finite element method. The assessment of influence of constructional and operating parameters of the fence on the course of the s
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Lei, Zheng Bao, Rui Wang, Mu Xi Lei, and Xiao Yuan Zhang. "Full-Scale Impact Test Study for the New Flexible Safety Fence." Applied Mechanics and Materials 204-208 (October 2012): 1684–88. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.1684.

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In order to test and verify the feasibility of the 5 roped new flexible safety fence posted with I-shaped cross section. So the full—scale impact test was studied. Four mainly aspects of the preparation for full—scale impact test study, testing and data collection, testing results and data analysis , conclusion were stated. The results show that the various elements of the new flexible safety fence meet the evaluation criteria, the maximum dynamic deformation is short, and it is no obvious stumbling resistance to the testing vehicles.
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Liu, Jian Hui, Ke Li Shen, Hong Yan Ding, and Jing Hua Diao. "Contrast Test on Fender Forces Between Flexible and Rigid Berthing Systems." Applied Mechanics and Materials 155-156 (February 2012): 1184–88. http://dx.doi.org/10.4028/www.scientific.net/amm.155-156.1184.

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The fender forces in the rigid and flexible berthing systems, the displacement of berthing platform were determined in the ship berthing with different berthing speeds, as 10,000 tons oil storage tanker vessel for example. The comparison on test data were carried out for the differential analysis on the fender forces between the rigid and flexible berthing in still water. In contrast to the rigid berthing system, if the berthing speed of the ship is limited to 1 knot, the fender force can be decreased by 50% around in flexible berthing which absorbs energy through the displacement of the berth
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MURAISHI, Hisashi, Masahiko SAMIZO, and Tomoyasu SUGIYAMA. "Development of a Flexible Low-Energy Rockfall Protection Fence." Quarterly Report of RTRI 46, no. 3 (2005): 161–66. http://dx.doi.org/10.2219/rtriqr.46.161.

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Takemura, Y., Y. Okada, H. Tsunokake, and H. Kobayashi. "Fundamental Study on Separated-Wall Type, Flexible Concrete Guard Fence." Concrete Journal 42, no. 2 (2004): 33–40. http://dx.doi.org/10.3151/coj1975.42.2_33.

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Dissertations / Theses on the topic "Flexible fences"

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Dugelas, Loic. "Stratégies probabilistes appliquées à la modélisation numérique discrète : le cas des filets pare-pierres." Thesis, Université Grenoble Alpes, 2020. https://tel.archives-ouvertes.fr/tel-02498238.

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L'objectif de ce travail de recherche est le développement d'outils numériques pour l'aide à la conception d'écrans souples de protection contre les chutes de blocs.Des modèles, basés sur la Méthode des Éléments Discrets (DEM), ont tout d'abord été développés à partir d'approches de modélisation issues de la littérature, pour deux écrans souples. La principale différence entre les deux écrans étudiés réside dans la nature de la nappe de filet : nappe à anneaux ou nappe ELITE. Pour l'écran équipé d'une nappe à anneaux, le modèle de structure développé s'est avéré suffisant pour obtenir un compr
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Ballu, Aurélien. "Étude numérique et expérimentale de l'écoulement turbulent au sein des passes à poissons à fentes verticales. Analyse de l'écoulement tridimensionnel et instationnaire." Thesis, Poitiers, 2017. http://www.theses.fr/2017POIT2256/document.

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L'objectif de cette thèse est de caractériser l'influence de la présence d'obstacles dans les passes à poissons à fentes verticales. Deux types d'éléments sont couramment insérés, à l'heure actuelle, dans les passes : les seuils et les macro-rugosités. Dans un premier temps, l'effet de ces deux dispositifs à la fois sur l'écoulement et sur le comportement des poissons est étudié. Dans le but de favoriser le passage des petites espèces à travers le dispositif de franchissement, une solution technique est ensuite proposée, sous la forme de plusieurs rangées de cylindres flexibles placées en sort
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劉, 斌., Bin Liu, 義人 伊藤, and Yoshito Itoh. "Numerical Analysis on Vehicle Collision to Flexible Precast Concrete Guard Fence." 2003. http://hdl.handle.net/2237/5321.

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Minhoto, Manuel J. C. "Consideração da temperatura no comportamento à reflexão de fendas dos reforços de pavimentos rodóviários flexíveis." Doctoral thesis, 2007. http://hdl.handle.net/1822/6751.

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Tese de Doutoramento em Engenharia Civil<br>Os pavimentos rodoviários flexíveis quando expostos às acções do tráfego e das variações de temperatura ficam sujeitos à ocorrência de um conjunto de degradações, das quais se destaca o fendilhamento. Este constitui uma das principais degradações dos pavimentos flexíveis e conduz a estados de ruína associados a situações de desconforto e de redução de segurança para os utentes. Além disso permite a entrada de água para as camadas do pavimento, com a consequente redução da capacidade de suporte, potenciando a ocorrência de outros tipos de degradações.
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Book chapters on the topic "Flexible fences"

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Tsipropoulos, A., and E. Konstantinidis. "Interaction of Flow with a Surface-Mounted Flexible Fence." In Fluid-Structure-Sound Interactions and Control. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-4960-5_5.

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Laso, Manuel, Marco Picasso, and Hans Christian Öttinger. "Calculation of Flows with Large Elongational Components: CONNFFESSIT Calculation of the Flow of a FENE Fluid in a Planar 10:1 Contraction." In Flexible Polymer Chains in Elongational Flow. Springer Berlin Heidelberg, 1999. http://dx.doi.org/10.1007/978-3-642-58252-3_6.

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"Highly flexible catch fences and high performance drape mesh systems for rockfall protection in open pit operations." In Ground Support in Mining and Underground Construction. CRC Press, 2004. http://dx.doi.org/10.1201/9780203023921-34.

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Conference papers on the topic "Flexible fences"

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Piatkowski, Tomasz, and Miroslaw Wolski. "Method of Flexible Fence Geometry Determination in the Context of the Small-Sized Objects Sorting Process." In ASME 2018 Dynamic Systems and Control Conference. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/dscc2018-8928.

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The paper presents a proposal for a method for determining the geometrical dimensions of a rotary flexible fence used in the process of automatic sorting of small-sized objects transported on conveyor belts. The method consists of three stages: 1 – determination of the preferred outline and material of the fence, 2 – optimal parameters determination of the sorting process, 3 – dimensions selection for the preferred geometry of the fence with reference to the mass of scraped objects and the sorting process parameters. The stages adopted allow to select the optimal mass-spring-damper characteris
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Seidel, Jurgen, and Garrett Womack. "Deformation Tracking of a Flexible Fence." In 55th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference. American Institute of Aeronautics and Astronautics, 2014. http://dx.doi.org/10.2514/6.2014-0331.

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Seidel, Jurgen, and Thomas E. McLaughlin. "Velocity Measurements behind a Flexible Fence." In 44th AIAA Fluid Dynamics Conference. American Institute of Aeronautics and Astronautics, 2014. http://dx.doi.org/10.2514/6.2014-2314.

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Zhang, Hanhua, and Shuang Zhang. "Research on Design of Flexible Fence in Racecourse." In 2nd International Conference on Economics and Management, Education, Humanities and Social Sciences (EMEHSS 2018). Atlantis Press, 2018. http://dx.doi.org/10.2991/emehss-18.2018.61.

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Pasunuru, Ramakanth, and Mohit Bansal. "FENAS: Flexible and Expressive Neural Architecture Search." In Findings of the Association for Computational Linguistics: EMNLP 2020. Association for Computational Linguistics, 2020. http://dx.doi.org/10.18653/v1/2020.findings-emnlp.258.

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Alioli, Mattia, Marco Morandini, and Pierangelo Masarati. "Coupled Multibody-Fluid Dynamics Simulation of Flapping Wings." In ASME 2013 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/detc2013-12198.

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This paper deals with the coupled structural and fluid-dynamics analysis of flexible flapping wings using multibody dynamics. A general-purpose multidisciplinary multibody solver is coupled with a computational fluid dynamics code by means of a general-purpose, meshless boundary interfacing approach based on Moving Least Squares with Radial Basis Functions. The general-purpose, free software multibody solver MBDyn is used. A nonlinear 4-node shell element has been used for the structural model. The fluid dynamics code is based on a stabilized finite element approximation of the unsteady Navier
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Chi, Zhang, Allan R. Magee, Wan Ling, Chien Ming Wang, and Øyvind Hellan. "Experimental Study of Hydrodynamic Responses of a Single Floating Storage Tank With Internal Fluid." In ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/omae2017-61867.

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When floating structure with internal fluid compartment is close to other structures, the multibody interaction problem needs to be addressed in addition to the internal fluid influence. Furthermore, shallow water effects become important, especially when the gap between the floating structure and the sea floor is small. These issues are encountered when designing a novel floating oil storage facilities in nearshore area. To investigate these issues, floating models under 1:50 scale are built to perform model tests. The test set-up uses a set of flexible constraints working as fenders placed o
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Waals, O. J., T. H. J. Bunnik, and W. J. Otto. "Model Tests and Numerical Analysis for a Floating Mega Island." In ASME 2018 37th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/omae2018-78589.

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About 70% of the earth’s surface area is covered with water. Due to the sea level rise and increasing population in coastal areas we need to use our oceans more for energy production, food production, working and living. In the present paper we discuss the results of a model test for a floating mega island in large waves up to 15.5 m significant wave height. The objective of this study is to investigate the motion response and loads on the island. These results may then be used to support further innovation of these islands. The proposed island comprises 87 large floating triangles that are co
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