The aim of this study was to investigate the dynamic collapse of composite shells in a constant external pressure water environment that is representative of a naval underwater structure. Laminated carbon/epoxy composite shells with diameters of 1.735 in., wall thickness of 0.041 in, length-to-diameter ratios ranging for 2.8 to 12 and [55/-55/(90)3/-55/55] layup were collapsed in a custom pressure testing facility that provided a constant pressure water environment. Buckling was sudden, dynamic, led to failure and fragmentation of the shells; the whole event lasted only a couple of ms. The dynamic collapse of the shells was recorded using high-speed digital imaging and dynamic pressure sensors synchronized with the camera were used to monitor the emanating pressure waves. All shells buckled in mode 2 at pressure levels predicted by models adopted. Collapse led to a localization zone in the central section of the shells, approximately spanning on a 4D length for the longer ones, and shorter for the shorter shells. A single axial crack developed in the collapsing section, which propagated 2 to 4 diameters depending on the length of the specimen. The axial crack was located on the extrados for long shells, and on the intrados for shorter ones. Helical cracks initiated from the tips of the axial crack, propagated outwards, and were responsible for the collapse and fragmentation of the two outer sections. The receding walls of the central localizing zone caused a dynamic drop in pressure that lasted until the inward motion was arrested by contact. This was followed by a sharp, short duration positive pressure pulse associated with an outward expansion wave. The pressure pulse varied to some degree around the circumference with the highest peak occurring opposite the initial crack. The final result of such dynamic events was catastrophic failure and fragmentation of the shell into small shreds. / text

No description available.

Cylindrical shells are widely used in civil engineering. Examples include cooling towers, pipelines, nuclear containment vessels, steel silos and tanks for storage of bulk solids and liquids, and pressure vessels. The loading condition for these shells is quite varied depending on the function of the shell. Axial compression, global bending, external or internal pressure and wind loading are some of the most common loading forms for realistic structures. The failure of these cylindrical shell structures is often controlled by elastic or elastic-plastic buckling failure. Yield failure may occur in thick cylinders in some situations. A cylindrical shell under different loading conditions may display quite different buckling behaviour. The objective of this thesis is to investigate the characteristics of different buckling behaviours of cylindrical shell structures under axial compression, global bending, uniform external pressure and wind pressure. Some challenging practical problems in the design of these shell structures are explored. This thesis is expected to have some far-reaching impacts in defining how to design cylindrical shell structures to give them adequate strength to resist extreme events. Many aspects will be based on the latest Eurocode (EN 1993-1-6, 2007) and Recommendations (ECCS EDR5, 2008). The results show both some strength and some weaknesses in the Eurocode in design of shell structures. New methods are proposed for some practical problems. Some new conclusions and suggestions are derived and are expected to provide some useful knowledge for the improvement of the Eurocode in cylindrical shell design in general.

O planeta Terra tem aproximadamente três quartos submersos em água, ainda assim, estima-se que somente são conhecidos 5% dos mares e oceanos. Nas últimas décadas, os AUVs (Autonomous Underwater Vehicles) se converteram em uma ferramenta útil para a exploração dos oceanos por levar a bordo vários equipamentos com um relativo baixo custo de operação. A parte estrutural dos AUVs, usualmente cascas cilíndricas, tem sido estudada. De modo geral, os objetivos desses estudos visam a manter a rigidez e deixar a estrutura mais leve, sob o critério de resistência a flambagem. A falha por flambagem, normalmente, ocorre antes da falha por resistência do material em cascas devido à sua geometria e à influência de imperfeições iniciais. Uma forma de aumentar a rigidez das cascas é o uso de enrijecedores, os quais geralmente são soldados à casca. No entanto, o uso desses enrijecedores em um veículo de pequeno porte diminui o espaço utilizados por diferentes dispositivos e instrumentos do veículo, além de resultar em possíveis inconvenientes na fabricação, tais como aumento do custo e produção de tensões residuais relativas aos processos de soldagem. Portanto, alternativas ao enrijecedor convencional devem ser buscadas para esse tipo de veículo. É possível substituir os enrijecedores convencionais por uma estrutura interna ao vaso de pressão e comum em submersíveis, a prateleira de acomodação da eletrônica. Essa estrutura, chamada aqui de enrijecedores deslizantes, possui cavernas circunferenciais que podem fornecer rigidez à casca e evitar os inconvenientes de redução de volume e de fabricação que os enrijecedores convencionais trazem. No entanto, tal substituição para o aumento de rigidez ainda não foi analisada. Portanto, neste trabalho se propõe analisar o comportamento do enrijecedor deslizante quando utilizado em substituição ao enrijecedor convencional, considerando que ambos fornecem resistência à compressão embora não apresentem as mesmas restrições de graus de liberdade. A análise é feita através de métodos analíticos e numéricos, tipicamente utilizados no estudo de enrijecedores convencionais. / The planet Earth has about three quarters of water, yet it is estimated that only 5% of the seas and oceans are known. In the last decades, the AUVs have become useful tools for the exploration of the oceans by carrying on board several equipment with a relative low cost of operation. The structural part of the AUV\'s, usually cylindrical shells, has been studied as well. In general, the objectives of these studies are to maintain rigidity and to leave the structure lighter, under the criterion of buckling resistance. The buckling failure occurs prior to failure by yielding due to its geometry and the influence of initial shell imperfections. One way to increase the stiffness of the shells is to use stiffeners, which are usually welded to the shell. However, the use of these stiffeners in a small vehicle reduces the space used for different devices and instruments of the vehicle, in addition there are manufacturing drawbacks as residual stresses related to the welding processes. Therefore, alternatives to the conventional stiffener should be sought for this type of vehicle. It is possible to replace conventional stiffeners by an internal structure to the pressure vessel and common in submersibles, the shelf of accommodation of the electronics. This structure, referred to here as sliding stiffeners, has circumferential frame bulkheads that can provide stiffness to the shell and avoid the drawbacks of volume reduction and fabrication that conventional stiffeners bring. However, such substitution for increased rigidity has not yet been analyzed. Therefore, in this work it is proposed to analyze the behavior of the sliding stiffeners when used in substitution of the conventional stiffeners, considering that both provide compressive strength although they do not present the same restrictions of degrees of freedom. The analysis is done by analytical and numerical methods, typical of conventional stiffeners.

O planeta Terra tem aproximadamente três quartos submersos em água, ainda assim, estima-se que somente são conhecidos 5% dos mares e oceanos. Nas últimas décadas, os AUVs (Autonomous Underwater Vehicles) se converteram em uma ferramenta útil para a exploração dos oceanos por levar a bordo vários equipamentos com um relativo baixo custo de operação. A parte estrutural dos AUVs, usualmente cascas cilíndricas, tem sido estudada. De modo geral, os objetivos desses estudos visam a manter a rigidez e deixar a estrutura mais leve, sob o critério de resistência a flambagem. A falha por flambagem, normalmente, ocorre antes da falha por resistência do material em cascas devido à sua geometria e à influência de imperfeições iniciais. Uma forma de aumentar a rigidez das cascas é o uso de enrijecedores, os quais geralmente são soldados à casca. No entanto, o uso desses enrijecedores em um veículo de pequeno porte diminui o espaço utilizados por diferentes dispositivos e instrumentos do veículo, além de resultar em possíveis inconvenientes na fabricação, tais como aumento do custo e produção de tensões residuais relativas aos processos de soldagem. Portanto, alternativas ao enrijecedor convencional devem ser buscadas para esse tipo de veículo. É possível substituir os enrijecedores convencionais por uma estrutura interna ao vaso de pressão e comum em submersíveis, a prateleira de acomodação da eletrônica. Essa estrutura, chamada aqui de enrijecedores deslizantes, possui cavernas circunferenciais que podem fornecer rigidez à casca e evitar os inconvenientes de redução de volume e de fabricação que os enrijecedores convencionais trazem. No entanto, tal substituição para o aumento de rigidez ainda não foi analisada. Portanto, neste trabalho se propõe analisar o comportamento do enrijecedor deslizante quando utilizado em substituição ao enrijecedor convencional, considerando que ambos fornecem resistência à compressão embora não apresentem as mesmas restrições de graus de liberdade. A análise é feita através de métodos analíticos e numéricos, tipicamente utilizados no estudo de enrijecedores convencionais. / The planet Earth has about three quarters of water, yet it is estimated that only 5% of the seas and oceans are known. In the last decades, the AUVs have become useful tools for the exploration of the oceans by carrying on board several equipment with a relative low cost of operation. The structural part of the AUV\'s, usually cylindrical shells, has been studied as well. In general, the objectives of these studies are to maintain rigidity and to leave the structure lighter, under the criterion of buckling resistance. The buckling failure occurs prior to failure by yielding due to its geometry and the influence of initial shell imperfections. One way to increase the stiffness of the shells is to use stiffeners, which are usually welded to the shell. However, the use of these stiffeners in a small vehicle reduces the space used for different devices and instruments of the vehicle, in addition there are manufacturing drawbacks as residual stresses related to the welding processes. Therefore, alternatives to the conventional stiffener should be sought for this type of vehicle. It is possible to replace conventional stiffeners by an internal structure to the pressure vessel and common in submersibles, the shelf of accommodation of the electronics. This structure, referred to here as sliding stiffeners, has circumferential frame bulkheads that can provide stiffness to the shell and avoid the drawbacks of volume reduction and fabrication that conventional stiffeners bring. However, such substitution for increased rigidity has not yet been analyzed. Therefore, in this work it is proposed to analyze the behavior of the sliding stiffeners when used in substitution of the conventional stiffeners, considering that both provide compressive strength although they do not present the same restrictions of degrees of freedom. The analysis is done by analytical and numerical methods, typical of conventional stiffeners.

This final thesis addresses the approach of standards and software for calculation of pressure vessels loaded by external pressure and a design of own calculation software, including a demonstration on chosen geometry. The approaches of standards and software are solved in the form of research. The practical part describes the developed software, selected technologies for development and results of the demonstration. The demonstration was carried out on two geometries and was successful.

Most studies examine how homeland policies influence the host state and what role the homeland plays for diaspora. In this paper, I will examine the reasons and conditions for why ethnic groups do or do not support violent ethnic groups. This study tests how external threats impact the level of support within the same ethnic groups. I will examine the causal relationship between external pressure and non-cooperation through a structured, comparative study of Kurdish ethnic groups.

Bakgrund: En kommun granskas intensivt av dess omgivande samhälle där skandaler och utmärkelser skapar ett externt tryck som pressar organisationer till att reagera. När ett externt tryck uppstår förändras rådande samhällssyn och påverkar organisationers strategiska handlande mot upprätthållande av legitimitet. Syfte: Syftet med studien är att beskriva Växjö kommuns interna handlande efter att ett externt tryck uppstått genom en utmärkelse- Europas grönaste stad. Metodval: Studien består av en kvalitativ intern fallstudie. Studien utgår ifrån granskning av offentliga dokument i kombination med ostrukturerade intervjuer som skett genom ett snöbollsurval. Slutsatser: Studien visar på hur kommunen bemött det externa trycket utmärkelsen medfört genom sitt handlande. Detta visas utifrån strategisk anpassning mot det externa trycket. Då två externa tryck motsäger varandra visar kommunens handlande på en anpassning mot det som anses skapa måluppfyllelse. Genom samtycke reagerar Växjö kommun på det externa trycket, Europas grönaste stad. / Background: A municipality is exposed to intense scrutiny by its surrounding community, where scandals and awards create an external pressure forcing organizations to react. When an external pressure arises it changes the prevailing view of society and affects organizations' strategic actions toward maintaining legitimacy. Purpose: The purpose of the study is to describe the municipality of Växjö's internal actions caused by an external pressure through an award- greenest city in Europe. Method: The study consists of a qualitative internal case study. The study is based on the review of public documents, in combination with unstructured interviews conducted by a snowball sample. Conclusions: The study shows how the municipality responded to the external pressure the award entailed, by their actions. This is shown based on strategic alignment against the external pressure. When two external pressures contradict each other the municipality's actions show adaptation to the one considered creating most value. By acquiescence Växjö reacts to the external pressure of being given the title, Greenest city in Europe.

The recent substantial increase in world demand for energy and raw material resources has accelerated oil and gas exploration and production. At the same time, the depletion of onshore and shallow water oil resources presents a challenge to engineers to develop new means of harvesting and transporting oil and gas from harsh and remote areas. Sandwich Pipe (SP) is a relatively new design concept developed to address the transportation of oil in deep and ultra-deep waters as well as in cold environments. The main focus of this thesis is on the characterization of the structural performance of these novel systems. Deep and ultra-deep water offshore pipelines are subjected to excessive hydrostatic external pressure during installation and operation. In this research, an innovative analytical solution was developed to evaluate the external pressure capacity of SPs by calculating the linear eigenvalues of the characteristic equations of the system. In the proposed solution, the interface condition between the layers of the system is accounted for in the governing equations. As well, a set of comprehensive parametric studies using the Finite Element (FE) method was developed to investigate both the elastic and plastic buckling response of SPs. The influence of various structural parameters such as the material, geometrical and intra-layer interaction properties on the characteristic behavior and the buckling pressure of SPs was examined. In addition to the proposed analytical solution, two sets of semi-empirical equations based on the FE analysis results were recommended in calculating the elastic and plastic buckling pressure of SPs. As bending represents an important loading state in the installation and service life of SPs, it should be considered a governing loading scenario. In this thesis, the behavior of SPs under bending was investigated using a comprehensive set of parametric studies. SP systems with a wide practical range of physical parameters were analyzed using the FE method, and the influence of various structural parameters on the characteristic response and bending capacity of the system was explored, including pipe geometry, core layer properties, material yield anisotropy of high-grade steel pipes, and various intra-layer adhesion configurations.

Thesis (M. Com. (Accountancy)) -- University of Limpopo, 2017 / This research evaluated the role of external pressure on the sustainability of South African banks. Although much research on corporate sustainability disclosure has been done, this research is important since little of the previous research in South African has given a closer examination to sustainability external pressure implication of external pressure on banking sector sustainability disclosure. In addition, this research separated banks’ sustainability disclosure into social and environmental aspects to know which aspect in the banks are more influenced by external pressure. Therefore, the main objective of this research was to examine the relationship between external pressures on social disclosure and to examine the role of external pressure on environmental disclosure in select South African banks. Although the entire commercial banks in South African made up the population of study, the sample was reduced by the availability of external pressure variables (government pressure, political pressure, social pressure, regulatory pressure, customer pressure, and two control variables – reputation and profit objectives) in the sustainability reports within the six years of study (2010 – 2015). Research data were collected from secondary data which were available from the annual integrated reports of banks. Data were analysed by means of the panel data multiple regression analysis. The analysis of data on research question 1 showed that three independent variables (Government pressure, profit objective and customer pressure) showed a significant positive relationship with social disclosure. Government pressure showed a significant relationship at a value of P=0.006 which is less than the 0.05 alpha level set for this research. This therefore means that within the sample of banks where data were collected, government pressure have a significant positive relationship with social disclosure in these banks. Also, the analysis showed that profit objective and customer pressure are positively and significantly related to social disclosure at a value of P=0.05 which is equal to the alpha of this research. This also means that within the sample of banks where data vi were collected, profit objective and customer pressure have a significant positive relationship with social disclosure in these banks. On the contrary, four out of the seven independent variables (regulatory pressure, political pressure, social pressure and reputation) showed no significant relationship. The second research question in this study was to find whether a relationship exists between external pressure and environmental disclosure. However, all the independent variables showed a non-significant relationship with environmental disclosure. In conclusion, the research made some recommendations which include that future researchers should expand the number of banks by including other financial institutions, the comparison of sustainability disclosure in banks before and after the King III report, more improved teaching and research on banking sector sustainability disclosure in higher institutions, communication of research result such as on banking industry sustainability to practitioners and to government agencies. Other recommendations include the need to conduct a regional study to include other African countries on banking sector sustainability and to conduct a survey study on external pressure on banking sector environmental activity and disclosure