Kinematic internal forces in deep foundations with inclined piles

[EN] This paper presents a parametric study that looks into the influence of pile rake angle on the kinematic internal forces of deep foundations with inclined piles. Envelopes of maximum kinematic bending moments, shear forces and axial loads are presented along single inclined piles and 2X2 symmetrial square pile groups with inclined elements subjected to an earthquake generated by vertically-incident shear waves.

Escola Nacional de Educação Fisica e Desportos : uma possivel historia

Universidade Estadual de Campinas . Faculdade de Educação Física

Influence of physical and geometrical parameters on three-dimensional load transfer mechanism at tunnel face

Three-dimensional discretizations used in numerical analyses of tunnel construction normally include excavation step lengths much shorter than tunnel cross-section dimensions. Simulations have usually worked around this problem by using excavation steps that are much larger than the actual physical steps used in a real tunnel excavation. In contrast, the analyses performed in this study were based on finely discretized meshes capable of reproducing the excavation lengths actually used in tunnels, and the results obtained for internal forces are up to 100% greater than those found in other analyses available in the literature. Whereas most reports conclude that internal forces depend on support delay length alone, this study shows that geometric path dependency (reflected by excavation round length) is very strong, even considering linear elasticity. Moreover, many other solutions found in the literature have also neglected the importance of the relative stiffness between the ground mass and support structure, probably owing to the relatively coarse meshes used in these studies. The analyses presented here show that relative stiffness may account for internal force discrepancies in the order of 60%. A dimensionless expression that takes all these parameters into account is presented as a good approximation for the load transfer mechanism at the tunnel face.

DESIGN OF CONCRETE PLATFORMS OFFSHORE USING THE THREE-LAYER SHELL THEORY

The concrete offshore platforms, which are subjected a several loading combinations and, thus, requires an analysis more generic possible, can be designed using the concepts adopted to shell elements, but the resistance must be verify in particular cross-sections to shear forces. This work about design of shell elements will be make using the three-layer shell theory. The elements are subject to combined loading of membrane and plate, totalizing eight components of internal forces, which are three membrane forces, three moments (two out-of-plane bending moments and one in-plane, or torsion, moment) and two shear forces. The design method adopted, utilizing the iterative process proposed by Lourenco & Figueiras (1993) obtained from equations of equilibrium developed by Gupta (1896) , will be compared to results of experimentally tested shell elements found in the literature using the program DIANA.

A partial velocity approach to subcycling structural dynamics

Subcycling, or the use of different timesteps at different nodes, can be an effective way of improving the computational efficiency of explicit transient dynamic structural solutions. The method that has been most widely adopted uses a nodal partition. extending the central difference method, in which small timestep updates are performed interpolating on the displacement at neighbouring large timestep nodes. This approach leads to narrow bands of unstable timesteps or statistical stability. It also can be in error due to lack of momentum conservation on the timestep interface. The author has previously proposed energy conserving algorithms that avoid the first problem of statistical stability. However, these sacrifice accuracy to achieve stability. An approach to conserve momentum on an element interface by adding partial velocities is considered here. Applied to extend the central difference method. this approach is simple. and has accuracy advantages. The method can be programmed by summing impulses of internal forces, evaluated using local element timesteps, in order to predict a velocity change at a node. However, it is still only statistically stable, so an adaptive timestep size is needed to monitor accuracy and to be adjusted if necessary. By replacing the central difference method with the explicit generalized alpha method. it is possible to gain stability by dissipating the high frequency response that leads to stability problems. However. coding the algorithm is less elegant, as the response depends on previous partial accelerations. Extension to implicit integration, is shown to be impractical due to the neglect of remote effects of internal forces acting across a timestep interface. (C) 2002 Elsevier Science B.V. All rights reserved.

Transformando organiza????es p??blicas: a tecnologia da informa????o como fator propulsor de mudan??as

A redefini????o do papel do Estado na sociedade e a conseq??ente transforma????o das Organiza????es P??blicas (OPs) implementadoras deste novo papel t??m sido t??picos-alvo constantes de discuss??o e a????o de governos, tanto em pa??ses desenvolvidos, quanto nos em desenvolvimento. Neste artigo ?? apresentada uma proposta metodol??gica para a transforma????o de OPs, utilizando-se de tecnologia da informa????o (TI) como fator propulsor deste processo de transforma????o. O arcabou??o metodol??gico proposto est??, basicamente, ancorado em duas for??as de mudan??a: uma for??a externa ?? OP ??? Institutional Accountability, e uma for??a interna ?? OP ??? Equipes de Trabalho, que, sinergicamente, encontram-se nos processos de trabalho executados pela OP transformada. As TIs que viabilizam e prov??em suporte ?? implementa????o das for??as externa e interna s??o, respectivamente: Sistema de Informa????o Executivo e Groupware.

Ground Vibrations Induced by High-Speed Trains in Regions with Sudden Foundation Stiffness Change

In this paper analytical transient solutions of dynamic response of one-dimensional systems with sudden change of foundation stiffness are derived. In more details, cantilever dynamic response, expressed in terms of vertical displacement, is extended to account for elastic foundation and then two cantilever solutions, corresponding to beams clamped on left and right hand side, with different value of Winkler constant are connected together by continuity conditions. The internal forces, as the unknowns, can be introduced by the same values in both clamped beam solutions and solved. Assumption about time variation of internal forces at the section of discontinuity must be adopted and originally analytical solution will have to include numerical procedure.

Estudi de la configuració magnètica de l'experiment LTP (LISA Technology Package)

La Teoria de la Relativitat General preveu que quan un objecte massiu és sotmès a una certa acceleració en certes condicions ha d’emetre ones gravitacionals. Es tracta d’un tipus d’on altament energètica però que interacciona amb la matèria de manera molt feble i el seu punt d’emissió és força llunyà. Per la qual cosa la seva detecció és una tasca extraordinàriament complicada. Conseqüentment, la detecció d’aquestes ones es creu molt més factible utilitzant instruments situats a l’espai. Amb aquest objectiu, neis la missió LISA (Laser Interferometer Space Antenna). Es tracta aquesta d’una missió conjunta entre la NASA i l’ESA amb llançament previst per 2020-2025. Per reduir els riscs que comporta una primera utilització de tecnologia no testejada, unit a l’alt cost econòmic de la missió LISA. Aquesta missió contindrà instruments molt avançats: el LTP (LISA Technoplogy Package), desenvolupat per la Unió Europea, que provarà la tecnologia de LISA i el Drag Free flying system, que s’encarregarà de provar una sèrie de propulsors (thrusters) utilitzats per al control d’actitud i posició de satèl•lit amb precisió de nanòmetres. Particularment, el LTP, està composat per dues masses de prova separades per 35 centímetres, i d’un interferòmetre làser que mesura la variació de la distància relativa entre elles. D’aquesta manera, el LTP mesurarà les prestacions dels equips i les possibles interferències que afecten a la mesura. Entre les fonts de soroll es troben, entre d’altres, el vent i pressió de radiació solar, les càrregues electrostàtiques, el gradient tèrmic, les fluctuacions de voltatge o les forces internes. Una de les possibles causes de soroll és aquella que serà l’objecte d’estudi en aquest projecte de tesi doctoral: la presència dintre del LTP de camps magnètics, que exerceixen una força sobre les masses de prova, la seva estimació i el seu control, prenent en compte les caracterírstiques magnètiques de l’experiment i la dinàmica del satèl•lit.

Response of Grilage-Like Structures by the Mobility Approach

This work presents an application of the Mobility Approach to the analysis of the power flow through grillage-like structures. Such structures are usually found in offshore platforms, supporting large and heavy machines. Different wave kinds (longitudinal, flexural and torsional) were initially considered in the power flow analysis between two beams joined in L. Beams excited by an in-plane point force showed strong coupling between longitudinal-flexural waves, while that for out-of-plane point force excitation, flexural-torsional waves coupling represents the most important mechanism of energy transmission. The response determination of grillages by the mobility approach requires the structure to be separated into simple beam-like structural components. Equations for rotations and displacements at the joints of all beams are written for as mobility functions, and moments and forces acting at the joints. A system of equations relating all such internal forces and moments is obtained. This approach was applied to simple grillages. Response results showed good agreement when compared to those provided by Finite Elements.

Zur Druck-Querzug-Festigkeit von Stahlbeton und stahlfaserverstärktem Stahlbeton in scheibenförmigen Bauteilen

Am Fachgebiet Massivbau (Institut für Konstruktiven Ingenieurbau – IKI) des Fachbereichs Bauingenieurwesen der Universität Kassel wurden Bauteilversuche an zweiaxial auf Druck-Zug belasteten, faserfreien und faserverstärkten Stahlbetonscheiben durchgeführt. Dabei wurden die Auswirkungen der Querzugbeanspruchung und der Rissbildung auf die Druckfestigkeit, auf die Stauchung bei Erreichen der Höchstlast sowie auf die Drucksteifigkeit des stabstahl- und faserbewehrten Betons an insgesamt 56 faserfreien und faserverstärkten Beton- und Stahlbetonscheiben untersucht. Auf der Grundlage der experimentell erhaltenen Ergebnisse wird ein Vorschlag zur Abminderung der Druckfestigkeit des gerissenen faserfreien und faserbewehrten Stahlbetons in Abhängigkeit der aufgebrachten Zugdehnung formuliert. Die Ergebnisse werden den in DIN 1045-1 [D4], Eurocode 2 [E3, E4], CEB-FIP Model Code 1990 [C1] und ACI Standard 318-05 [A1] angegebenen Bemessungsregeln für die Druckstrebenfestigkeit des gerissenen Stahlbetons gegenübergestellt und mit den Untersuchungen anderer Wissenschaftler verglichen. Die bekannten Widersprüche zwischen den Versuchsergebnissen, den vorgeschlagenen Modellen und den Regelwerken aus U.S.A., Kanada und Europa können dabei weitgehend aufgeklärt werden. Für nichtlineare Verfahren der Schnittgrößenermittlung und für Verformungsberechnungen wird ein Materialmodell des gerissenen faserfreien und faserbewehrten Stahlbetons abgeleitet. Hierzu wird die für einaxiale Beanspruchungszustände gültige Spannungs-Dehnungs-Linie nach Bild 22 der DIN 1045-1 auf den Fall der zweiaxialen Druck-Zug-Beanspruchung erweitert.

Force distribution in manipulation by a robot hand with equality and inequality constraints

The problem of the appropriate distribution of forces among the fingers of a four-fingered robot hand is addressed. The finger-object interactions are modelled as point frictional contacts, hence the system is indeterminate and an optimal solution is required for controlling forces acting on an object. A fast and efficient method for computing the grasping and manipulation forces is presented, where computation has been based on using the true model of the nonlinear frictional cone of contact. Results are compared with previously employed methods of linearizing the cone constraints and minimizing the internal forces.

Viscous coupling of shear-free turbulence across nearly flat fluid interfaces

The interactions between shear-free turbulence in two regions (denoted as + and − on either side of a nearly flat horizontal interface are shown here to be controlled by several mechanisms, which depend on the magnitudes of the ratios of the densities, ρ+/ρ−, and kinematic viscosities of the fluids, μ+/μ−, and the root mean square (r.m.s.) velocities of the turbulence, u0+/u0−, above and below the interface. This study focuses on gas–liquid interfaces so that ρ+/ρ− ≪ 1 and also on where turbulence is generated either above or below the interface so that u0+/u0− is either very large or very small. It is assumed that vertical buoyancy forces across the interface are much larger than internal forces so that the interface is nearly flat, and coupling between turbulence on either side of the interface is determined by viscous stresses. A formal linearized rapid-distortion analysis with viscous effects is developed by extending the previous study by Hunt & Graham (J. Fluid Mech., vol. 84, 1978, pp. 209–235) of shear-free turbulence near rigid plane boundaries. The physical processes accounted for in our model include both the blocking effect of the interface on normal components of the turbulence and the viscous coupling of the horizontal field across thin interfacial viscous boundary layers. The horizontal divergence in the perturbation velocity field in the viscous layer drives weak inviscid irrotational velocity fluctuations outside the viscous boundary layers in a mechanism analogous to Ekman pumping. The analysis shows the following. (i) The blocking effects are similar to those near rigid boundaries on each side of the interface, but through the action of the thin viscous layers above and below the interface, the horizontal and vertical velocity components differ from those near a rigid surface and are correlated or anti-correlated respectively. (ii) Because of the growth of the viscous layers on either side of the interface, the ratio uI/u0, where uI is the r.m.s. of the interfacial velocity fluctuations and u0 the r.m.s. of the homogeneous turbulence far from the interface, does not vary with time. If the turbulence is driven in the lower layer with ρ+/ρ− ≪ 1 and u0+/u0− ≪ 1, then uI/u0− ~ 1 when Re (=u0−L−/ν−) ≫ 1 and R = (ρ−/ρ+)(v−/v+)1/2 ≫ 1. If the turbulence is driven in the upper layer with ρ+/ρ− ≪ 1 and u0+/u0− ≫ 1, then uI/u0+ ~ 1/(1 + R). (iii) Nonlinear effects become significant over periods greater than Lagrangian time scales. When turbulence is generated in the lower layer, and the Reynolds number is high enough, motions in the upper viscous layer are turbulent. The horizontal vorticity tends to decrease, and the vertical vorticity of the eddies dominates their asymptotic structure. When turbulence is generated in the upper layer, and the Reynolds number is less than about 106–107, the fluctuations in the viscous layer do not become turbulent. Nonlinear processes at the interface increase the ratio uI/u0+ for sheared or shear-free turbulence in the gas above its linear value of uI/u0+ ~ 1/(1 + R) to (ρ+/ρ−)1/2 ~ 1/30 for air–water interfaces. This estimate agrees with the direct numerical simulation results from Lombardi, De Angelis & Bannerjee (Phys. Fluids, vol. 8, no. 6, 1996, pp. 1643–1665). Because the linear viscous–inertial coupling mechanism is still significant, the eddy motions on either side of the interface have a similar horizontal structure, although their vertical structure differs.

Design of concrete platforms offshore using the three-layer shell theory

The concrete offshore platforms, which are subjected a several loading combinations and, thus, requires an analysis more generic possible, can be designed using the concepts adopted to shell elements, but the resistance must be verify in particular cross-sections to shear forces. This work about design of shell elements will be make using the three-layer shell theory. The elements are subject to combined loading of membrane and plate, totalizing eight components of internal forces, which are three membrane forces, three moments (two out-of-plane bending moments and one in-plane, or torsion, moment) and two shear forces. The design method adopted, utilizing the iterative process proposed by Lourenco & Figueiras (1993) obtained from equations of equilibrium developed by Gupta (1896) , will be compared to results of experimentally tested shell elements found in the literature using the program DIANA.

A relação entre crescimento econômico e desenvolvimento sustentável: a Região do Araguaia no contexto regional paraense

A relação entre crescimento econômico e desenvolvimento sustentável é a problemática deste estudo que propõe analisar esta por meio do uso do Índice de Desenvolvimento Sustentável Local. Nesse sentido, a categoria de análise usada foi à região que é definida como um sistema formado por e a partir da conjunção de elementos internos e externos. O objeto de análise selecionado foi a região do Araguaia paraense que se localiza no Estado do Pará – Brasil, essa escolha ocorreu porque, ao longo dos últimos 40 anos, essa região tem assumido expressão econômica nesse estado e, ao mesmo tempo, tem sido foco de questionamentos quanto ao modelo de desenvolvimento econômico empregado no passado e os seus resultados no presente. O objetivo central deste estudo é analisar, por meio dos elementos internos e externos de uma região considerada como fronteira de recursos, se o cenário de crescimento econômico contribuiu para o desenvolvimento sustentável. A seleção de um estudo de caso foi à estratégia de investigação e os instrumentos de levantamento de dados foram: a aplicação de questionários, a análise da evolução de dados secundários e a construção de um Índice de Desenvolvimento Sustentável (IDLS) que foi usado para dimensionar de forma integrada o desempenho social, ambiental, econômico e institucional da região pesquisada em relação ao contexto regional paraense. O principal resultado, deste estudo, foi à constatação de que crescimento econômico das regiões paraenses até a atualidade não mediou processos favoráveis ao desenvolvimento na perspectiva da sustentabilidade. Observou-se que a região do Araguaia, encontra-se em estado de alerta no IDLS, seguindo a mesma tendência de outros espaços regionais que cresceram economicamente no Estado do Pará. Para cada região do Estado do Pará, uma dimensão diferente comprometeu a sustentabilidade regional, no caso da Região do Araguaia a dimensão ambiental foi a que mais comprometeu o seu IDSL. Tal resultado comprova vários estudos que afirmaram que os impactos ambientais comprometem o desenvolvimento sustentável dessa região. Apesar disso, essa região obteve o terceiro melhor desempenho na dimensão social da sustentabilidade, dado mais importante para o desenvolvimento sustentável que este estudo se propôs medir. Por conseguinte, duas conclusões principais podem ser apontadas. A primeira é que atualmente houve uma melhora no padrão social das regiões paraense como um todo, em alguns casos as áreas centrais dos grandes investimentos superaram o desempenho social de outras regiões que não foram focos dos investimentos promovidos nas décadas anteriores. Apesar de alguns estudos apontarem que os investimentos governamentais não se revestiram em benefícios sociais. A segunda é que os elementos externos às regiões contribuíram para a mudança do quadro social descrito, mas não para alteração do quadro ambiental regional, pois criou institucionalidades que direcionassem as forças internas na produção dos resultados do quadro econômico, social, institucional e ambiental. Portanto, tanto a elevação do padrão social quanto a piora do quadro ambiental da região do Araguaia paraense são o resultado de um conjunto de políticas nacionais que, provavelmente, se somaram aos cenários de ação e decisão dos atores locais.

Dimensionamento de armaduras longitudinais sujeitas à fadiga em vigas de pontes ferroviárias de concreto armado

As pontes ferroviárias de concreto armado estão sujeitas às ações dinâmicas variáveis devido ao tráfego de veículos. Estas ações podem resultar no fenômeno de fadiga do aço e do concreto dessas estruturas. No dimensionamento de estruturas de concreto armado sujeitas à carregamento cíclico, de modo geral, a fadiga é considerada simplificadamente, por meio de um coeficiente kf, denominado coeficiente de fadiga. Esse coeficiente majora a área de aço inicialmente calculada para atender ao Estado Limite Último (ELU), com a finalidade de limitar, em serviço, as variações de tensões no aço de modo a garantir uma vida útil de no mínimo 2.000.000 de ciclos. O presente trabalho apresenta melhorias nas hipóteses utilizadas pelo coeficiente de fadiga kf, permitindo o dimensionamento de armaduras longitudinais sujeitas à fadiga, para números de ciclos superiores a 2 milhões, que é o valor proposto pelo EB-3/67, e também de forma a atender a vida útil à fadiga especificada em projeto. Neste caso, foi necessário propor um método simplificado para a estimativa do número de ciclos operacionais, apartir de um ciclo padrão obtido pela máxima variação de momentos fletores provocados pelo tremtipo carregado. O estudo foi desenvolvido tomando-se como protótipo um viaduto ferroviário isostático em concreto armado da Estrada de Ferro Carajás (EFC). Os trens-tipo utilizados foram os quais operam atualmente na EFC, que correspondem ao trem de minério Carregado e Descarregado. Para determinação dos esforços solicitantes na estrutura foi elaborado um modelo numérico no programa SAP 2000. A vida útil à fadiga das armaduras longitudinais foram determinadas apartir da regra de dano de Miner e das curvas S-N da NBR 6118. A metodologia proposta neste trabalho permitiu o dimensionamento nas armaduras longitudinais à fadiga satisfatoriamente em relação à vida útil especificada no projeto, sendo que as vidas úteis que tiveram maior divergência em relação ao valor estipulado foram as de 300 e 400 anos.