Relevant bibliographies by topics / Steel mesh

Academic literature on the topic 'Steel mesh'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

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Contents

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

Journal articles on the topic "Steel mesh":

1

Guan, Gong Shun, Dong Dong Pu, and Yue Ha. "Investigation into Damage of Stainless Steel Mesh/ALPlate Multi-Shock Shield under Hypervelocity AL-Spheres Impact." Key Engineering Materials 525-526 (November 2012): 397–400. http://dx.doi.org/10.4028/www.scientific.net/kem.525-526.397.

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A series of hypervelocity impact tests on stainless steel mesh/aluminum plate multi-shock shield were practiced with a two-stage light gas gun facility. Impact velocity was approximately 4km/s. The diameter of projectiles was 6.4mm. The impact angle was 0°. The fragmentation and dispersal of hypervelocity particle against stainless steel mesh bumper varying with mesh opening size and the wire diameter were investigated. It was found that the mesh wall position, diameter of wire, separation distance arrangement and mesh opening had high influence on the hypervelocity impact characteristic of stainless steel mesh/aluminum plate multi-shock shields. When the stainless steel mesh wall was located in the first wall site of the bumper it did not help comminuting and decelerating projectile. When the stainless steel mesh wall was located in the last wall site of the bumper, it could help dispersing debris clouds, reducing the damage of the rear wall. Optimized design idea of stainless steel mesh/aluminum plate multi-shock shields was suggested.
2

Sun, Jie, Guozhen Chen, Anning Wang, Kangqi Lv, and Yi Luo. "Experimental study on mechanical properties of laminated steel fiber rubber concrete." E3S Web of Conferences 272 (2021): 02007. http://dx.doi.org/10.1051/e3sconf/202127202007.

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In order to research the effect of the steel fiber volume and the rubber powder diameter on the mechanics performance of the layer steel fiber reinforced rubber concrete, the cube compression tests, splitting tensile tests and four-point bending tests are performed on steel fiber reinforced rubber concrete with steel fiber content of 0.5%, 1%, 1.5%, 2%, 2.5% and rubber powder mesh 20, 40, 60. When 40 mesh rubber powder is added and the volume ratio of steel fiber is 1.5%, the compressive strength of laminated steel fiber rubber concrete reaches the peak value. The splitting tensile strength of laminated steel fiber rubber concrete mixed with2.0% steel fiber and mesh 40 rubber powder is the best. The flexural strength of laminated steel fiber rubber concrete mixed with 2.5% steel fiber and mesh 40 rubber powder is highest in this paper.
3

Kim, Yeon-Sang, Seung-Jai Choi, and Jang-Ho Jay Kim. "Experimental Performance Evaluation of Steel Mesh as Maintenance and Reinforcement Materials." Journal of the Korea institute for structural maintenance and inspection 18, no. 4 (July 30, 2014): 50–58. http://dx.doi.org/10.11112/jksmi.2014.18.4.050.

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Wang, Yun Feng, and Yao Hua Wang. "Experimental Study on the Comparison of Resisting Semi-Armour-Piercing Projectile Penetration Ability for Steel Mesh, Steel Fiber and Steel Composites." Applied Mechanics and Materials 253-255 (December 2012): 425–31. http://dx.doi.org/10.4028/www.scientific.net/amm.253-255.425.

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A new protective material-steel mesh reinforced concrete was developed under the condition of modern high-tech weapon development. The comparative tests were conducted with steel fiber reinforced and steel reinforced concrete. The enhancement characteristics of three composites were analyzed in the respects of base material, the distribution of reinforced material and its bonding. The results indicate that steel mesh reinforced concrete is the most effective composite resisting penetration.
5

Yang, Yong Heng, Den Rong Li, Yong Hui Liu, and Ling Yun Li. "Experimental Study on Thermal Performance of Steel Mesh Frame Sandwich Insulation Board." Applied Mechanics and Materials 193-194 (August 2012): 847–51. http://dx.doi.org/10.4028/www.scientific.net/amm.193-194.847.

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In this paper, conducted a systematic study of thermal performance of steel mesh frame sandwich insulation board. The thermal performance of steel mesh frame sandwich insulation board was determined under different conditions. Proposed the insulation effect on oblique inserting wire in the steel mesh frame sandwich insulation board and provided the basis for engineering design and application.
6

Liao, Yu, Shaoqing Shi, Zhaohui Liu, and Caoke Liang. "Study on shock resistance of steel plate reinforced with polyurea–woven fiberglass mesh composite under shock wave." International Journal of Protective Structures 9, no. 2 (February 16, 2018): 248–66. http://dx.doi.org/10.1177/2041419618755159.

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To study the dynamic mechanical properties of polyurea–woven fiberglass mesh composite material as a reinforcing layer, the shock resistance tests on plain steel plate, polyurea-reinforced steel plate, and polyurea–woven fiberglass mesh composite–reinforced steel plate were carried out using the large shock tube device. Finite element method simulation was also carried out. The results of experimental and numerical simulation show that the deformation of polyurea–woven fiberglass mesh composite reinforcing layer is smaller than that of pure polyurea reinforcing layer, and the overall deformation of steel plate reinforced by polyurea–woven fiberglass mesh composite is minimal among all the three specimens. With the same polyurea consumption in reinforcing layer, the mass of the 3.5-mm-thick polyurea–woven fiberglass mesh composite–reinforced steel plate is only 2.92% larger than that of the 3.2-mm-thick pure polyurea–reinforced steel plate, but it can reduce the residual displacement of steel plate center by additional 13.03%. The work in this article has some reference value to improve the shock resistance of polyurea-reinforced structure in engineering.
7

Feizi Mohazzab, Bahareh, Babak Jaleh, Zahra Issaabadi, Mahmoud Nasrollahzadeh, and Rajender S. Varma. "Stainless steel mesh-GO/Pd NPs: catalytic applications of Suzuki–Miyaura and Stille coupling reactions in eco-friendly media." Green Chemistry 21, no. 12 (2019): 3319–27. http://dx.doi.org/10.1039/c9gc00889f.

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The immobilization of palladium nanoparticles (Pd NPs) on stainless-steel mesh entails two steps via deposition of graphene oxide (GO) on the stainless-steel mesh (mesh-GO) by electrophoretic deposition (EPD), and preparation of Pd NPs by laser ablation in liquids (LAL).
8

Wan, Wuyi, and Xinwei Mao. "Shock Wave Speed and Transient Response of PE Pipe with Steel-Mesh Reinforcement." Shock and Vibration 2016 (2016): 1–10. http://dx.doi.org/10.1155/2016/8705031.

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A steel mesh can improve the tensile strength and stability of a polyethylene (PE) pipe in a water supply pipeline system. However, it can also cause more severe water hammer hazard due to increasing wave speed. In order to analyze the influence of the steel mesh on the shock wave speed and transient response processes, an improved wave speed formula is proposed by incorporating the equivalent elastic modulus. A field measurement validates the wave speed formula. Moreover, the transient wave propagation and extreme pressures are simulated and compared by the method of characteristics (MOC) for reinforced PE pipes with various steel-mesh densities. Results show that a steel mesh can significantly increase the shock wave speed in a PE pipe and thus can cause severe peak pressure and hydraulic surges in a water supply pipeline system. The proposed wave speed formula can more reasonably evaluate the wave speed and improve the transient simulation of steel-mesh-reinforced PE pipes.
9

Yu, Haranich, Frolov Ya, Grydin O, Voswinkel D, Andreiev A, and Remez O. "Failure mode of reinforcing steel mesh in aluminum roll bonded composite material." Theory and practice of metallurgy 1, no. 1 (January 21, 2019): 29–34. http://dx.doi.org/10.34185/tpm.1.2019.03.

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Flat roll-bonded aluminum 6060 composite materials with reinforcing steel inlets made of woven wire mesh (AISI 321) and expanded mesh (AISI 304) have been produced at 20 % and 30 % reduction. The roll bonding process has been performed at 400 and 500℃. After the process the composites were peeled and their interfaces were subsequently studied via SEM microscopy. In all cases the fracture of mesh inlets has been observed. The analysis of the failure mode has shown that the fracture of woven wire mesh corresponds to that described by other researchers. At the same time, the failure mode of expanded mesh inlet was presented in this study is characterized by a significant amount of brittle fracture at the region between strands and knuckles of expanded mesh. In order to analyze a stress state in these regions, the simulation using the finite element method (FEM) was set up by means of QForm software. The thermal and deformational conditions corresponded to experimental ones. It was shown that the von Mises stress reaches a significant magnitude up to the strength of austenitic steel. At the same time, a study of initial micro hardness of expanded mesh was conducted. The study revealed a significant work-hardening in the region of knuckles due to manufacturing procedure of expanded mesh and this seems to be the most important cause of destruction. In order to avoid such fracture, the annealing of expanded mesh was proposed. Presented results show a significant decrease of hardness and therefore an opportunity plastic deformation of expanded steel mesh.
10

Jayaprakash, Sridhar, Jegatheeswaran Dhanapal, Vivek Deivasigamani, and Elias G. "Flexural Behaviour of Chicken Mesh Ferrocement Laminates with Partial Replacement of Fine Aggregate by Steel Slag." Advances in Materials Science and Engineering 2021 (August 17, 2021): 1–9. http://dx.doi.org/10.1155/2021/7307493.

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Bending tests were conducted on ferrocement laminates containing chicken mesh and steel slag. The fundamental goal of the examination was to investigate the effects of partial substitution of fine aggregate by steel slag in cement mortar combining chicken mesh of different volume fractions as reinforcement in thin ferrocement laminates. The following variables were investigated: (a) volume fraction of chicken mesh as 0.94%, 1.88%, 2.82%, and 3.77% and (b) level of steel slag substitution from 0% to 50% by weight fine aggregate. Results show that ferrocement laminates with chicken mesh of volume fractions of 3.77% and 30% substitution of fine aggregate with steel slag display better performance in terms of load deflection behaviour, first crack load, ultimate load, energy absorption, and ductility ratio when related with other specimens. An analytical model has been proposed to predict the ultimate moment carrying capacity of ferrocement laminates under flexure to validate the experimental results.
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Journal articles Dissertations / Theses

Dissertations / Theses on the topic "Steel mesh":

1

Muhr, Sandra, and Kasim Aytekin. "Woven steel mesh for usage in beds : A case study for IKEA." Thesis, KTH, Flerskalig materialmodellering, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-191027.

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This study examines whether woven metal mesh is an appropriate option for usage in beds and what material the mesh should consist of to best be suited for the purpose. The woven steel mesh’s construction was based on a reference model that consists of cross-linked rods and wires. Since the aim of the project was to reach a conclusion of the mesh’s usability in beds, different parameters were examined and taken into consideration. These parameters were the durability of the mesh when carrying human weight, acoustic properties to minimize chatter when lying on the mesh and rolling properties. The durability was examined using COMSOL multiphysics. Acoustics were studied through a literature review and rolling properties were calculated using measurements on the reference model. A material investigation was done in the database software CES EduPack. It was found that steel, stainless steel and aluminum fulfilled the requirements set on durability. Stainless steel was considered too expensive and steel too heavy. Using aluminum halves the weight of the mesh in comparison to steel but doubles the price, in this case however the weight was considered to be a parameter of greater importance overriding price.
2

Neumann, Michael J. E. "An experimental investigation into the effectiveness of steel fibre-reinforced concrete relative to conventional mesh-reinforced concrete in thin shell construction." Master's thesis, University of Cape Town, 1988. http://hdl.handle.net/11427/8313.

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Includes bibliographical references.
This report presents the results of an investigation into the suitability of steel-fibre reinforced concrete (SFRC) as a building material. The performance of the SFRC is gauged relative to conventional steel mesh-reinforced concrete. The report begins with the historical background of fibre-reinforcing, its development and diversity in modern times. The theoretical principles governing the strength of SFRC are formulated, followed by an extensive review of factors influencing the fibre's potential and its subsequent effect on the mechanical properties of a concrete matrix. The experimental program is thereafter detailed in two stages: the "Efficiency and Proving Phase" followed by the "Application Phase". The former involves a series of tests to determine the most promising fibre of the five types available, while the latter compares the strength properties of slabs and arches reinforced with this fibre to those reinforced with wire mesh. The test results obtained from the two phases are evaluated and discussed in the succeeding two sections and the report ends with the conclusions drawn and recommendations regarding the effectiveness of SFRC relative to mesh-reinforced concrete.
3

Ressutte, Ailton Frank Barbosa. "Estudo de desempenho de pavimento asfáltico reforçado com tela de aço em rodovia no Estado de São Paulo." Universidade de São Paulo, 2017. http://www.teses.usp.br/teses/disponiveis/3/3138/tde-23062017-142041/.

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A utilização da tela de aço como reforço de pavimentos asfálticos no combate ao trincamento por reflexão é uma alternativa utilizada desde 1980 em países europeus. Uma revisão da literatura a respeito de sua utilização na reabilitação de pavimentos asfálticos, mostra que, a sua utilização acaba diminuindo o aparecimento de trincas nas camadas de revestimento, agindo como uma barreira contra a sua propagação, oferece resistência ao cisalhamento especialmente sob elevadas tensões e ainda, melhora a resistência à fadiga contribuindo para a longevidade do pavimento. Entretanto, o potencial de sua utilização tem sido pouco investigado em rodovias brasileiras. Neste contexto, insere-se esta pesquisa com o objetivo de avaliar o efeito do reforço gerado pela inserção da tela em revestimentos asfálticos para o uso em pavimentos flexíveis, com o propósito de tornar as estruturas rodoviárias menos onerosas com consequente aumento da sua vida útil. Para isso, foi realizada uma pesquisa visando à análise do seu desempenho em um trecho experimental localizado na rodovia SP-354, no Estado de São Paulo entre as cidades de Campo Limpo Paulista e Jarinu, fundamentado nas melhores práticas internacionais, recorrendo à observação em campo e laboratório, análise por meio de ensaios de módulo de resiliência e cálculos por retroanálise para verificação do efeito da inserção da tela, ainda propondo, uma metodologia de dimensionamento estrutural de reforço de pavimentos asfálticos considerando a faixa de valores de módulo de resiliência integrados com a tela e o fator de deflexão (K) para cálculo de espessura de reforço. Conclui-se que esta técnica de reforço tem potencial para prolongar a vida útil de revestimentos asfálticos em pavimentos flexíveis, com benefícios também para o desempenho da camada na fase pós-trincamento. Foram obtidos modelos que permitem dimensionar o revestimento asfáltico com o propósito de avaliar o efeito da tela de aço na zona tracionada da camada. Por fim, foi verificada através de um estudo de viabilidade técnica/econômica que a incorporação da tela de aço em pavimentos flexíveis é uma alternativa eficaz e de adequada viabilidade técnica e econômica.
The use of the steel mesh as reinforcement of asphalt pavements to combat reflective cracks by reflection is an alternative used since 1980 in European countries. A review of the literature on the use of the steel mesh in the rehabilitation of asphalt pavements shows that its use prevents the appearance of cracks acting as a barrier against its propagation, offers resistance to shearing especially under high tensions and also improves the resistance to fatigue contributing to the longevity of the pavement. However, the potential if its use has been little investigated in Brazilian highways. In this context this project is to develop a new technology for road construction and rehabilitation. The idea is to use steel mesh reinforcement in asphalt roads in order to make road structures more cost effective by improving the lifetime of new constructed roads and by developing an optimal rehabilitation method for existing roads. For this, a research was performed aiming at the analysis of its performance in an experimental section located on the highway SP-354, in the State of São Paulo between the cities of Campo Limpo Paulista and Jarinu, based on the best international practices, using observation of its behavior in the field and laboratory, analysis by means of resilient modulus tests and calculations by backcalculation to verify the effect of the insertion of the screen, still proposing, a methodology of asphalt pavement design considering the range of integrated resilience module values with the screen and the structural deflection reduction factor (K) admissible for reinforcement projects. It was concluded that this reinforcing technique has potential for improvements crack propagation post-cracking behavior and permanent deformation in the asphalt concrete surfacing layer, with a ten fold increase on fatigue life to be expected. A model was developed that may be employed for pavement design modifying a model based on the use of conventional fatigue laws for the asphalt concrete, if the grid is positioned at the tensile zone of the surfacing layer. Finally, it was verified through a technical / economic study that the incorporation of the steel mesh in flexible pavements is an effective alternative and of adequate technical and economic viability.
4

Kolářová, Eva. "Vliv přídavku vícesměrně orientované výztuže na mechanické vlastnosti materiálu pro přípravu celkově snímatelných náhrad." Master's thesis, Vysoké učení technické v Brně. Fakulta chemická, 2014. http://www.nusl.cz/ntk/nusl-217087.

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Tato Diplomová práce se zabývá vlivem vyztužení na mechanické vlastnosti materiálu pro přípravu snímatelných náhrad. Pro testování byly použity tři sady vzorků: PMMA pryskyřice, PMMA pryskyřice s Dentapreg Mesh výztuží a PMMA pryskyřice vyztužena zesilující síťkou z nerezové oceli.Pro měření chování vzorků při statickém a dynamickém namáhání byl použit třibodový ohybový test a Charpy rázové kladivo. Viskoelastické vlastnostzi byly měřeny dynamicko-mechanickou analýzou (DMA). Skenovací elektronová mikroskopie (SEM) byla použita k charakterizaci lomových ploch. Během statického namáhání vzorků výztuž nehraje důležitou roli v porovnání s nevyztuženou pryskyřicí. Nicméně byl pozorován opačný trend při dymanickém namáhání, kde efekt výzruže rostl v řadě PMMA pryskyřice – síťka z nerezové oceli – Dentapreg Mesh.
5

Caixeta, Edielce Cristina. "Investigação experimental da fadiga em lajes de pontes com ou sem pré-lajes." Universidade de São Paulo, 2010. http://www.teses.usp.br/teses/disponiveis/3/3144/tde-20102010-151801/.

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As lajes dos tabuleiros de pontes de concreto armado, sejam elas maciças ou executadas com pré-lajes, são elementos estruturais suscetíveis à fadiga, devido às ações a que são submetidas. As pré-lajes, pelo fato de serem resultantes da junção de dois concretos diferentes, torna-se ainda mais suscetível à fadiga. Este trabalho apresenta estudos, ensaios e análise de resultados a respeito do comportamento à fadiga das lajes de pontes de concreto, sejam as maciças ou as executadas com pré-laje, armadas com barras ou telas soldadas. Foram realizados ensaios de fadiga de barra ao ar CA50 f10 mm isoladas e em telas para a construção da Curva de Wöhler nas condições brasileiras. Além disso, foram ensaiadas 23 lajes de concreto, sendo 6 lajes maciças e 17 executadas com prélajes, montadas com diversas configurações de armadura, submetidas a ensaios estáticos e dinâmicos. As configurações de armaduras adotadas nas lajes da pesquisa foram baseadas nas utilizadas com freqüência neste tipo de elemento das pontes, escala ½. Um dos principais motivos que levaram ao desenvolvimento desta pesquisa de caráter experimental foi a escassez de dados sobre o comportamento de lajes armadas com barras ou telas soldadas de fabricação brasileira, submetidas a ações cíclicas. Outro motivo foi a carência de estudos a respeito da iteração prélaje x capa. Foi verificado que não houve ruptura nessa região da estrutura devido aos carregamentos cíclicos aplicados no meio do vão. Ficou evidenciado também que as soldas das telas afetam sua resistência à fadiga.
Concrete bridge slabs, massive or pre-slabs, are structural elements susceptible to fatigue, due to loading applied to them. Pre-slabs, result of two different concretes, become even more susceptible to fatigue. This research presents the studies, tests and analysis of the results about the behavior of concrete bridge massive slabs or pre-slabs reinforced with steel bars and welded steel meshes due to fatigue loading. Axial testing in air of CA50 f10 mm in continuous bars and steel meshes were made in order to build the Wöhler Curve to the Brazilian conditions. Besides that, tests were made in 23 concrete slabs, 6 massive slabs and 17 preslabs, with several reinforcements arrangements, submitted to static and dynamic loading. The reinforcement configurations adopted in the slabs were based on the commonly used in these bridge elements in scale ½. One of main reasons that lead this experimental research development was the scarcity of data about the behavior of concrete slabs reinforced with rebars and welded mesh made in Brazil, submitted to cycle loading. Another reason was the lack of studies about the iteration between pre-slab and concrete cover. It was verified that no rupture was found in this region of the structure due to midspan cycle loading. The welding process caused loss of fatigue resistance.
6

Mráz, Kryštof. "Výpočtové modelování přenosu tepla v porézních strukturách." Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2020. http://www.nusl.cz/ntk/nusl-432645.

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Vrstva okují, skládající se z oxidů železa, která se tvoří na povrchu oceli při jejím tepelném zpracování, má velký vliv na tepelné metalurgické procesy. Tepelná vodivost okují je jeden z klíčových parametrů pro numerické modelování procesů odkujování a chlazení oceli. Tato vodivost je nicméně silně ovlivňována porézní strukturou okují a žádná všeobecně uznávaná materiálová data nejsou v současnosti dostupná. Cílem této práce bylo provést stacionární tepelnou analýzu za účelem stanovení tepelné vodivosti vrstvy okují. Byl vytvořen podrobný 3D MKP model vrstvy okují založený na datech získaných pomocí CT skenování. Je popsáno získání CT obrazu a jeho zpracování. Využity byly dva různé způsoby segmentace. Pravidelná krychlová výpočetní síť byla vytvořena přímo z voxelové matice zpracovaného CT obrazu. Výsledné hodnoty tepelné vodivosti získané z provedené MKP analýzy byly téměř identické pro obě metody segmentace, což prokazuje jejich vhodnost. Výsledná tepelná vodivost okují může být dále využita jako materiálová charakteristika v numerických modelech tepelného zpracování oceli
7

Vogel, Veronika. "Endlosfaserverstärkte Thermoplaste zur Abschirmung elektromagnetischer Strahlung." Universitätsverlag Chemnitz, 2018. https://monarch.qucosa.de/id/qucosa%3A36413.

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Durch die Ergänzung von Organoblechen mit gewebten Strukturen aus Metalldrähten können hochbelastbare Bauteile gleichzeitig mit einer abschirmenden Wirkung versehen werden und ermöglichen so Anwendungen wie beispielsweise im Umfeld der Elektromobilität. Im Rahmen der vorliegenden Arbeit wird ein polypropylen-basierter Schichtverbund aus thermoplastischen Hochleistungsfaserverbunden und Metalldrahtgewebe hinsichtlich seiner Eignung zur Abschirmung elektromagnetischer Wellen für Gehäusestrukturen und seiner Verarbeitbarkeit im Spritzgießen näher analysiert. Die Untersuchungen zeigen den Einfluss von Defekten, wie sie bei der Herstellung realer Bauteile entstehen können, und deren Auswirkung auf die Abschirmwirkung des Bauteils. Darüber hinaus werden mit Vibrations-,Infrarot- und Heißgasschweißen mögliche Fügeverfahren aufgezeigt und hinsichtlich ihrer Abschirmwirkung bewertet, die auch eine elektrische Kontaktierung über die Fügestelle hinweg ermöglichen.:1 Einleitung 2 Grundlagen 3 Experimentelles 4 Analyseverfahren 5 Untersuchungsergebnisse 6 Zusammenfassende Bewertung der Ergebnisse 7 Zusammenfassung
By combining endless glass fiber reinforced thermoplastic semifinished products with embedded metal wire meshes it is possible to produce highly stressable parts, which additionally allow shielding of electromagnetic waves. Therefore these party can be used for electric cars. In this study a multi-layer film, consisting of polypropylene-based organosheets, PPGF30 and metal wire meshes, is analyzed regarding its suitability for shielding against electromagnetic waves and its processability in injection molding. The analysis show the influences defects, which accure during the production of housings, and their impact of the shielding effectiveness. Moreover possible joining technologies, such as infraredwelding, vibrationwelding and ultrasonicwelding, are studied and evaluated whether it’s possible to create a electrically conductive joint.:1 Einleitung 2 Grundlagen 3 Experimentelles 4 Analyseverfahren 5 Untersuchungsergebnisse 6 Zusammenfassende Bewertung der Ergebnisse 7 Zusammenfassung
8

Júnior, Luís Antônio Guimarães Bitencourt. "Modelagem do processo de falha em materiais cimentícios reforçados com fibras de aço." Universidade de São Paulo, 2014. http://www.teses.usp.br/teses/disponiveis/3/3144/tde-16112015-150922/.

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Este trabalho apresenta uma estratégia numérica desenvolvida usando o método dos elementos finitos para simular o processo de falha de compósitos cimentícios reforçados com fibras de aço. O material é descrito como um compósito composto por três fases: matriz cimentícia (pasta, argamassa ou concreto), fibras descontínuas discretas, e interface fibra-matriz. Um novo esquema de acoplamento para malhas de elementos finitos não-conformes foi desenvolvido para acoplar as malhas geradas independentes, da matriz cimentícia e de uma nuvem de fibras de aço, baseado na utilização de novos elementos finitos desenvolvidos, denominados elementos finitos de acoplamento. Utilizando este esquema de acoplamento, um procedimento não-rígido é proposto para a modelagem do complexo comportamento não linear da interface fibra-matriz, utilizando um modelo constitutivo de dano apropriado para descrever a relação entre a tensão de cisalhamento (tensão de aderência) e deslizamento relativo entre a matriz e cada fibra de aço individualmente. Este esquema também foi adotado para considerar a presença de barras de aço para as análises de estruturas de concreto armado. As fibras de aço são modeladas usando elementos finitos lineares com dois nós (elementos de treliça) com modelo material elastoplástico. As fibras são posicionadas usando uma distribuição randômica uniforme isotrópica, considerando o efeito parede. Uma abordagem contínua e outra descontínua são investigadas para a modelagem do comportamento frágil da matriz cimentícia. Para a primeira, é utilizado um modelo de dano isotrópico com duas variáveis de dano para descrever o comportamento de dano à tração e à compressão. A segunda emprega uma técnica de fragmentação de malha que utiliza elementos finitos degenerados, posicionados entre todos os elementos finitos que formam a matriz cimentícia. Para esta técnica é proposto um modelo constitutivo à tração, compatível com a abordagem descontínua forte contínua, para prever a propagação de fissura. Para acelerar o cálculo e aumentar a robustez dos modelos de dano contínuos para simular o processamento de falhas, um esquema de integração implícito-explícito é utilizado. Exemplos numéricos são apresentados ao longo do desenvolvimento desta tese. Inicialmente, exemplos numéricos com um único reforço são apresentados para validar a técnica desenvolvida e para investigar à influência das propriedades geométricas 7 das fibras e sua posição em relação à superfície de falha. Posteriormente, exemplos mais complexos são considerados envolvendo uma nuvem de fibras. Nestes casos, atenção especial é dada à influência da distribuição das fibras no comportamento do compósito relacionado ao processo de fissuração. Comparações com resultados experimentais demonstram que a aplicação da ferramenta numérica para modelar o comportamento de compósitos cimentícios reforçados com fibras de aço é muito promissora e pode ser utilizada como uma importante ferramenta para melhor entender os efeitos dos diferentes aspectos envolvidos no processo de falha deste material.
This work presents a numerical strategy developed using the Finite Element Method (FEM) to simulate the failure process of Steel Fiber Reinforced Cementitious Composites (SFRCCs). The material is described as a composite made up by three phases: a cementitious matrix (paste, mortar or concrete), discrete discontinuous fibers, and a fiber-matrix interface. A novel coupling scheme for non-matching finite element meshes has been developed to couple the independent generated meshes of the bulk cementitious matrix and a cloud of discrete discontinuous fibers based on the use of special finite elements developed, termed Coupling Finite Elements (CFEs). Using this approach, a nonrigid coupling procedure is proposed for modeling the complex nonlinear behavior of the fiber-matrix interface by adopting an appropriate constitutive damage model to describe the relation between the shear stress (adherence stress) and the relative sliding between the matrix and each fiber individually. This scheme has also been adopted to account for the presence of regular reinforcing bars in the analysis of reinforced concrete structural elements. The steel fibers are modeled using two-node finite elements (truss elements) with a one-dimensional elastoplastic constitutive model. They are positioned using an isotropic uniform random distribution, considering the wall effect of the mold. Continuous and discontinuous approaches are developed to model the brittle behavior of the bulk cementitious matrix. For the former, an isotropic damage model including two independent scalar damage variables for describing the composite behavior under tension and compression is considered. The discontinuous approach is based on a mesh fragmentation technique that employs degenerated solid finite elements in between all regular (bulk) elements. In this case, a tensile damage constitutive model, compatible with the Continuum Strong Discontinuity Approach (CSDA), is proposed to predict crack propagation. To increase the computability and robustness of the continuum damage models used to simulate the failure processes in both of the strategies, an implicit-explicit integration scheme is used. Numerical analyses are performed throughout the presentation of the work. Initially, numerical examples with a single reinforcement are presented to validate the technique and to investigate the influence of the fibers geometrical properties and its position relative to the crack surface. Then, more complex examples involving a cloud of steel fibers are considered. In these cases, special attention is given to the analysis of the influence of the fiber distribution on the composite behavior relative to the cracking process. Comparisons with experimental results demonstrate that the application of the numerical tool for modeling the behavior of SFRCCs is very promising and may constitute an important tool for better understanding the effects of the different aspects involved in the failure process of this material.
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STERNBERGER, JEAN PIERRE. "Aspects culturels de la fonction guerriere dans la bible hebraique." Université Marc Bloch (Strasbourg) (1971-2008), 1998. http://www.theses.fr/1998STR20031.

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Resume de la these en francais cette these ouvre a nouveau le dossier de la +guerre sainte; dans la bible hebraique par le biais de l'etude de quatre textes envisages deux par deux, un texte biblique etant etudie en rapport avec un document du proche orient ancien : 2 rois chapitre 3 en relation avec la stele de mesha, 2 samuel, chapitre. 20 avec la lettre d'archives royales de mari ii, 48. Chaque texte est tout d'abord envisage en fonction d'une histoire de la redaction puis fait alors l'objet d'une etude structurelle (relative aux procedes rhetoriques) et enfin semiotique (examen des niveaux discursifs, narratifs et logico-semantique). Il en ressort que la stele de mesha illustre la pregnance d'une conception de l'histoire marquee par le motif du retour du dieu kamosh et une apprehension du temps de l'espace fortement redevable a une theologie du dieu national. La version ancienne (preexilique) de 2 r 3 releve de conceptions similaires. Yhwh n'intervient pour son peuple qu'en deca des frontieres de moab dans le cadre d'une +guerre sainte;, ordonnee par le prophete et menee par le peuple. Passe ce seuil, la guerre devient profane. La lettre arm ii, 48 permet de comprendre la version ancienne de 2 sa. 20 comme la denonciation de la violence d'un pouvoir central peu enclin a negocier la solde de troupes auxiliaires. L'insertion dans ce recit ancien du discours de la femme d'abel beth maaka le transforme en apologie du compromis entre pouvoir central et celui des villes. La version actuelle de ce recit est a lire comme un episode de la geste initiatique du guerrier joab rappelant le meurtre du representant de la deuxieme fonction dans les epopees indo- europeennes selon les analyses de g. Dumezil
This thesis reopens the pregnant question of the + holly war ; in the hebrew bible - through the study of four paired textes according to possible similarities when they relates the same or identical events : 2 kings chapter 3 and the stele of mesha, 2 samuel, chapter 20 and a letter from the royal archives of mari (a. R. M. Ii, 48). Each text is first investigated according to an history of the writting then to a structural study (rhetoric processes) and at last to a semiotic point of view. This studies set off that the stele of mesha illustrates the conception of the history impressed by the pattern of the come back of the god kamosh and a concept of times and space deeply dependant on a theology of the national god. The old version (preexilic) of 2 k 3 seems to depend on similaries approaches. Yhwh does not occur within a + holly war ; led by the prophet et performed by the people, except until the boarder of moab. After this threshold, the war is secular again. The letter arm ii, 48 allows to understand the ancient account of 2 sa 20 as the denunciation of the violence of a central power refusing to negociate the pay of auxiliaries troops. The insertion of the discurse of a woman from abel beth maaka turns this old narration into an apology of the compromise between the central power and power of the cities. The present version of this account may be a part of an initiatic epic of the warrior joab closed to the murder of the representative of the second function in the indoeuropean epics according to g. Dumezil analysis
10

Cluff, Stephen Roy. "Characterization and Modeling of the Martensite Transformation in Advanced High-Strength Steels." BYU ScholarsArchive, 2019. https://scholarsarchive.byu.edu/etd/9051.

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Multiple studies on the microstructures of advanced high-strength steels are presented here that seek to add to the already substantial body of knowledge on martensite in steel. These studies seek to gain additional insight into the role that the martensite transformation has on the observed mechanical properties of modern steels. Crystallographic Reconstruction of Parent Austenite Twin Boundaries in a Lath Martensitic Steel The study of post-transformation microstructures and their properties can be greatly enhanced by studying their dependence on the grain boundary content of parent microstructures. Recent work has extended the crystallographic reconstruction of parent austenite in steels to include the reconstruction of special boundaries, such as annealing twins. These reconstructions present unique challenges, as twinned austenite grains share a subset of possible daughter variant orientations. This gives rise to regions of ambiguity in a reconstruction. A technique for the reconstruction of twin boundaries is presented here that is capable of reconstructing 60 degree <1 1 1> twins, even in the case where twin regions are comprised entirely of variants that are common between the twin and the parent. This technique is demonstrated in the reconstruction of lath martensitic steels. The reconstruction method utilizes a delayed decision-making approach, where a chosen orientation relationship is used to define all possible groupings of daughter grains into possible parents before divisive decisions are made. These overlapping, inclusive groupings (called clusters) are compared to each other individually using their calculated parent austenite orientations and the topographical nature of the overlapping region. These comparisons are used to uncover possible locations of twin boundaries present in the parent austenite. This technique can be applied to future studies on the dependence of post-transformation microstructures on the special grain boundary content of parent microstructures. Coupling Kinetic Monte Carlo and Implicit Finite Element Methods for Predicting the Strain Path Sensitivity of the Mechanically Induced Martensite Transformation The kinetic Monte Carlo method is coupled with a finite-element solver to simulate the nucleation of martensite inside the retained austenite regions of a TRIP (transformation induced plasticity) assisted steel. Nucleation kinetics are expressed as a function of load path and kinematic coupling between retained austenite regions. The model for martensite nucleation incorporates known elements of the kinetics and crystallography of martensite. The dependence of martensite transformation on load path is simulated and compared to published experimental results. The differences in transformation rates of retained austenite are shown to depend on load path through the Magee effect. The effects of average nearest neighbor distance between austenite grains is shown to affect the rate at which martensite nucleates differently depending on load path. Ductility and Strain Localization of Advanced High-Strength Steel in the Presence of a Sheared Edge The localization of strain in the microstructures of DP 980 and TBF 980 is quantified and compared. Of particular interest is the difference in final elongation observed for both materials in the presence of a sheared edge. Scanning electron micrographs of etched microstructures near the sheared edge are gathered for both materials at varying amounts of macroscopic strain. These micrographs are used to generate strain maps using digital image correlation. A two point statistical measure for strain localization is developed that utilizes strain map data to quantify the degree to which strain localizes around the hard phase of both materials. The DP steel exhibits higher strain localization around the martensite phase. Reasons for differences in strain localization and shear banding between the two materials are suggested, and the role played by the mechanically induced martensite transformation is speculated.
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Books on the topic "Steel mesh":

1

Stainless steel wire mesh. sales@hy-rib.net, 2010.

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BS 1722-14 2001 Fences: Specification for Open Mesh Steel Panel Fences. The Stationery Office Books, 2001.

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Book chapters on the topic "Steel mesh":

1

Duron, Jean Jacques. "Clinical Applications of Stainless Steel Mesh." In Abdominal Wall Hernias, 258–60. New York, NY: Springer New York, 2001. http://dx.doi.org/10.1007/978-1-4419-8574-3_33.

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Pfändler, P., T. Wangler, J. Mata-Falcón, R. J. Flatt, and W. Kaufmann. "Potentials of Steel Fibres for Mesh Mould Elements." In RILEM Bookseries, 207–16. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-99519-9_19.

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Galić, Mario, Hrvoje Draganić, and Tihomir Dokšanović. "Finite Element Mesh Size Optimization for Steel Bolted Connection." In EngOpt 2018 Proceedings of the 6th International Conference on Engineering Optimization, 53–60. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-97773-7_5.

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Suraj, S., and S. Unnikrishnan. "Strengthening of Concrete Block Masonry Walls Using Steel Wire Mesh." In Lecture Notes in Civil Engineering, 749–62. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-26365-2_69.

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Rana, Pulkit, Waldemar Zielasko, Thomas Schuster, and Wolfgang Hintze. "Orthogonal Turning Simulations for Casted Steel Alloy Using Mesh Free Methods." In Production at the leading edge of technology, 337–46. Berlin, Heidelberg: Springer Berlin Heidelberg, 2019. http://dx.doi.org/10.1007/978-3-662-60417-5_34.

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Jamesha Ibrahim, K., M. Thirumurugan, P. D. Jeyakumar, A. Arockia Julias, and S. Mohamed Fahad. "Drilling Performances of Kenaf Fibre/Steel Mesh Reinforced Hybrid Epoxy Composites." In Advances in Design and Thermal Systems, 291–300. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-6428-8_23.

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Zhao, Chiyun, Sihua Deng, Yajing Chen, Shimin Huang, and Qiulai Yao. "Nonlinear Numerical Simulation on Shearing Performance of RC Beams Strengthened with Steel Wire Mesh-Polymer Mortar." In Computational Structural Engineering, 1135–41. Dordrecht: Springer Netherlands, 2009. http://dx.doi.org/10.1007/978-90-481-2822-8_128.

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Ansari, A. H., V. Jayakumar, and S. Madhu. "Wear and Friction Behaviours of Stainless Steel (SS 316) Wire Mesh and Carbon Fibre Reinforced Polymer Composite." In Lecture Notes in Mechanical Engineering, 361–69. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-4745-4_32.

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Nicholas, Paul, David Stasiuk, Esben Clausen Nørgaard, Christopher Hutchinson, and Mette Ramsgaard Thomsen. "A Multiscale Adaptive Mesh Refinement Approach to Architectured Steel Specification in the Design of a Frameless Stressed Skin Structure." In Modelling Behaviour, 17–34. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-24208-8_2.

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Wang, B., and G. Lu. "Dynamic Strength of Steel Welds under High Strain Rate Loading." In Macro-, Meso-, Micro- and Nano-Mechanics of Materials, 87–92. Stafa: Trans Tech Publications Ltd., 2005. http://dx.doi.org/10.4028/0-87849-979-2.87.

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Conference papers on the topic "Steel mesh":

1

Hawileh, Rami, Jamal A. Abdalla, Waleed Nawaz, and Kais A. Douier. "Bond behavior of Galvanized Steel Mesh to concrete." In 2018 Advances in Science and Engineering Technology International Conferences (ASET). IEEE, 2018. http://dx.doi.org/10.1109/icaset.2018.8376862.

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Sabah, C., F. Meng, S. Tzanova, M. Thomson, and H. G. Roskos. "THz pulse propagation through woven-steel-mesh metamaterials." In 2010 35th International Conference on Infrared, Millimeter, and Terahertz Waves (IRMMW-THz 2010). IEEE, 2010. http://dx.doi.org/10.1109/icimw.2010.5612757.

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Sabah, Cumali, Mark D. Thomson, Fanzhen Meng, and Hartmut G. Roskos. "Terahertz propagation through free-standing woven-steel-mesh metamaterials." In CLEO: Applications and Technology. Washington, D.C.: OSA, 2011. http://dx.doi.org/10.1364/cleo_at.2011.jtui36.

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Narendra Goud, G., C. Hariprasad, and B. Umashankar. "Experimental Study on Steel-Wire-Mesh Reinforced Flexible Pavements." In Geo-Chicago 2016. Reston, VA: American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784480151.029.

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Yuan, F., Z. G. Zhang, and Y. N. Chen. "Research on steel mesh for curtain antenna radiant protection." In The 2015 International Conference on Electronics, Electrical Engineering and Information Science (EEEIS2015). WORLD SCIENTIFIC, 2016. http://dx.doi.org/10.1142/9789814740135_0044.

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Othman, N. A., M. A. M. Piah, Z. Adzis, and H. Ahmad. "Measurement of surface charge distribution on glass insulator using steel mesh." In 2014 IEEE International Conference on Power and Energy (PECon). IEEE, 2014. http://dx.doi.org/10.1109/pecon.2014.7062422.

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Douier, Kais A., Rami Hawileh, and Jamal A. Abdalla. "Behavior of RC Beams externally strengthened with Mortar bonded Steel Mesh." In 2019 Advances in Science and Engineering Technology International Conferences (ASET). IEEE, 2019. http://dx.doi.org/10.1109/icaset.2019.8714227.

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Singhasathein, Arnon, and Aphibal Pruksanubal. "The Shielding Factor of the Steel Mesh For High-Intensity Magnetic Field Protection." In 2019 7th International Electrical Engineering Congress (iEECON). IEEE, 2019. http://dx.doi.org/10.1109/ieecon45304.2019.8938923.

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Salleh, Nor Azmira, and Ahmad Azmin Mohamad. "Characterization of stainless steel mesh as a current collector in the supercapacitor application." In 3RD INTERNATIONAL POSTGRADUATE CONFERENCE ON MATERIALS, MINERALS & POLYMER (MAMIP) 2019. AIP Publishing, 2020. http://dx.doi.org/10.1063/5.0015790.

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Huang, Liping, Ying Tian, Mingliang Li, Gaohong He, Zhikao Li, Fangming Jin, Qi Zhou, and Bing Wu. "Performance of Stainless Steel Mesh Cathode and PVDF-graphite Cathode in Microbial Fuel Cells." In 2nd International Symposium on Aqua Science, Water Resource and Low Carbon Energy. AIP, 2010. http://dx.doi.org/10.1063/1.3529310.

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Reports on the topic "Steel mesh":

1

Yan, Yujie, and Jerome F. Hajjar. Automated Damage Assessment and Structural Modeling of Bridges with Visual Sensing Technology. Northeastern University, May 2021. http://dx.doi.org/10.17760/d20410114.

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Recent advances in visual sensing technology have gained much attention in the field of bridge inspection and management. Coupled with advanced robotic systems, state-of-the-art visual sensors can be used to obtain accurate documentation of bridges without the need for any special equipment or traffic closure. The captured visual sensor data can be post-processed to gather meaningful information for the bridge structures and hence to support bridge inspection and management. However, state-of-the-practice data postprocessing approaches require substantial manual operations, which can be time-consuming and expensive. The main objective of this study is to develop methods and algorithms to automate the post-processing of the visual sensor data towards the extraction of three main categories of information: 1) object information such as object identity, shapes, and spatial relationships - a novel heuristic-based method is proposed to automate the detection and recognition of main structural elements of steel girder bridges in both terrestrial and unmanned aerial vehicle (UAV)-based laser scanning data. Domain knowledge on the geometric and topological constraints of the structural elements is modeled and utilized as heuristics to guide the search as well as to reject erroneous detection results. 2) structural damage information, such as damage locations and quantities - to support the assessment of damage associated with small deformations, an advanced crack assessment method is proposed to enable automated detection and quantification of concrete cracks in critical structural elements based on UAV-based visual sensor data. In terms of damage associated with large deformations, based on the surface normal-based method proposed in Guldur et al. (2014), a new algorithm is developed to enhance the robustness of damage assessment for structural elements with curved surfaces. 3) three-dimensional volumetric models - the object information extracted from the laser scanning data is exploited to create a complete geometric representation for each structural element. In addition, mesh generation algorithms are developed to automatically convert the geometric representations into conformal all-hexahedron finite element meshes, which can be finally assembled to create a finite element model of the entire bridge. To validate the effectiveness of the developed methods and algorithms, several field data collections have been conducted to collect both the visual sensor data and the physical measurements from experimental specimens and in-service bridges. The data were collected using both terrestrial laser scanners combined with images, and laser scanners and cameras mounted to unmanned aerial vehicles.
2

Rosato-Scott, Claire, Dani J. Barrington, Amita Bhakta, Sarah J. House, Islay Mactaggart, and Jane Wilbur. Incontinence: We Need to Talk About Leaks. Institute of Development Studies (IDS), October 2020. http://dx.doi.org/10.19088/slh.2020.005.

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Anyone, of any gender, at any age, can leak urine or faeces. What would you do if it happened to you? Imagine if you’d woken up this morning and you’d wet the bed. What would you do? Have a wash, put on clean clothes, change the bedding and put it in a washing machine? You may go to the shop and buy an incontinence pad. And perhaps if you knew that there was help available for leaking urine you’d make an appointment to see a doctor next week and then just carry on with the rest of your day, dignity intact. Now imagine if you’d woken up this morning and you’d wet the bed. But to have a wash, or clean your clothes and bedding, you’d have to walk for an hour to collect water. Imagine you are frightened to walk there alone, the path is steep and you struggle to use the hand pump. Even if you did get water, you don’t have enough soap so the smells would linger anyway. And after all that effort, you have nothing to wear to soak up urine if it happens again. What if you didn’t know that leaking urine was common, and you spent the rest of the day worried about your health and too embarrassed to go to work in case people could tell? What if you were worried that your partner would hit you again for making a mess so you had very little to drink all day for fear of it happening again? What can you do to support people living with incontinence? To start, we need to talk about leaks.
3

Rosato-Scott, Claire, Dani J. Barrington, Amita Bhakta, Sarah J. House, Islay Mactaggart, and Jane Wilbur. Incontinence: We Need to Talk About Leaks. Institute of Development Studies (IDS), October 2020. http://dx.doi.org/10.19088/slh.2020.011.

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Anyone, of any gender, at any age, can leak urine or faeces. What would you do if it happened to you? Imagine if you’d woken up this morning and you’d wet the bed. What would you do? Have a wash, put on clean clothes, change the bedding and put it in a washing machine? You may go to the shop and buy an incontinence pad. And perhaps if you knew that there was help available for leaking urine you’d make an appointment to see a doctor next week and then just carry on with the rest of your day, dignity intact. Now imagine if you’d woken up this morning and you’d wet the bed. But to have a wash, or clean your clothes and bedding, you’d have to walk for an hour to collect water. Imagine you are frightened to walk there alone, the path is steep and you struggle to use the hand pump. Even if you did get water, you don’t have enough soap so the smells would linger anyway. And after all that effort, you have nothing to wear to soak up urine if it happens again. What if you didn’t know that leaking urine was common, and you spent the rest of the day worried about your health and too embarrassed to go to work in case people could tell? What if you were worried that your partner would hit you again for making a mess so you had very little to drink all day for fear of it happening again? What can you do to support people living with incontinence? To start, we need to talk about leaks.

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