Spelling suggestions: "subject:"[een] STRUT"" "subject:"[enn] STRUT""
51 |
The Effect of Reducing Cruise Altitude on the Topology and Emissions of a Commercial Transport AircraftMcDonald, Melea E. 02 September 2010 (has links)
In recent years, research has been conducted for alternative commercial transonic aircraft design configurations, such as the strut- braced wing and the truss-braced wing aircraft designs, in order to improve aircraft performance and reduce the impact of aircraft emissions as compared to a typical cantilever wing design. Research performed by Virginia Tech in conjunction with NASA Langley Research Center shows that these alternative configurations result in 20% or more reduction in fuel consumption, and thus emissions. Another option to reduce the impact of emissions on the environment is to reduce the aircraft cruise altitude, where less nitrous oxides are released into the atmosphere and contrail formation is less likely. The following study was performed using multidisciplinary design optimization (MDO) in ModelCenterTM for cantilever wing, strut-braced wing, and truss-braced wing designs and optimized for minimum takeoff gross weight at 7730 NM range and minimum fuel weight for 7730 and 4000 NM range at the following cruise altitudes: 25,000; 30,000; and 35,000 ft. For the longer range, both objective functions exhibit a large penalty in fuel weight and takeoff gross weight due to the increased drag from the fixed fuselage when reducing cruise altitude. For the shorter range, there was a slight increase in takeoff gross weight even though there was a large increase in fuel weight for decreased cruise altitudes. Thus, the benefits of reducing cruise altitude were offset by increased fuel weight. Either a two-jury truss-braced wing or telescopic strut could be studied to reduce the fuel penalty. / Master of Science
|
52 |
Structural Optimization and Design of a Strut-Braced Wing AircraftNaghshineh-Pour, Amir H. 15 December 1998 (has links)
A significant improvement can be achieved in the performance of transonic transport aircraft using Multidisciplinary Design Optimization (MDO) by implementing truss-braced wing concepts in combination with other advanced technologies and novel design innovations. A considerable reduction in drag can be obtained by using a high aspect ratio wing with thin airfoil sections and tip-mounted engines. However, such wing structures could suffer from a significant weight penalty. Thus, the use of an external strut or a truss bracing is promising for weight reduction.
Due to the unconventional nature of the proposed concept, commonly available wing weight equations for transport aircraft will not be sufficiently accurate. Hence, a bending material weight calculation procedure was developed to take into account the influence of the strut upon the wing weight, and this was coupled to the Flight Optimization System (FLOPS) for total wing weight estimation. The wing bending material weight for single-strut configurations is estimated by modeling the wing structure as an idealized double-plate model using a piecewise linear load method.
Two maneuver load conditions 2.5g and -1.0g factor of safety of 1.5 and a 2.0g taxi bump are considered as the critical load conditions to determine the wing bending material weight. From preliminary analyses, the buckling of the strut under the -1.0g load condition proved to be the critical structural challenge. To address this issue, an innovative design strategy introduces a telescoping sleeve mechanism to allow the strut to be inactive during negative g maneuvers and active during positive g maneuvers. Also, more wing weight reduction is obtained by optimizing the strut force, a strut offset length, and the wing-strut junction location. The best configuration shows a 9.2% savings in takeoff gross weight, an 18.2% savings in wing weight and a 15.4% savings in fuel weight compared to a cantilever wing counterpart. / Master of Science
|
53 |
Experimental investigation on continuous reinforced SCC deep beams and Comparisons with Code provisions and modelsKhatab, Mahmoud A.T., Ashour, Ashraf, Sheehan, Therese, Lam, Dennis 14 November 2016 (has links)
Yes / The test results on eight two-span deep beams made of self-compacting concrete (SCC) are presented and discussed in this paper. The main parameters investigated were the shear span-to-depth ratio, and the amount and configuration of steel reinforcement. All beams failed due to a major diagonal crack formed between the applied mid-span load and the intermediate support separating the beam into two blocks: the first one rotated around the end support leaving the other block resting on the other two supports. Both concrete compressive strength and web reinforcement had a major effect in controlling the shear capacity of the beams tested. For the shear span-to-depth ratio considered, the vertical web reinforcement had more influence on the shear capacity of the specimens than the horizontal web reinforcement. The shear provisions of the ACI 318M-11 are unconservative for most of the beams tested. Comparisons of test results with the strut-and-tie model (STM) suggested by ACI 318M-11, EC2 and CSA23.4-04 showed that the predictions are reasonable for continuous deep beams made with low and medium compressive strength. Although the equation suggested by ACI 318M-11 is very simple, its prediction is more accurate than the STM suggested by different design codes. / This research investigation was funded by the Higher Education Ministry in The Libyan Government.
|
54 |
Load capacity predictions of continuous concrete deep beams reinforced with GFRP barsShalookh, Othman H. Zinkaah, Ashour, Ashraf 26 February 2019 (has links)
Yes / Nine continuous concrete deep beams reinforced with glass fibre reinforced polymer (GFRP) bars were experimentally tested to failure. Three main parameters were investigated, namely, shear span-to-overall depth ratio, web reinforcement and size effect. The experimental results confirmed the impacts of web reinforcement and size effect that were not considered by the strut-and-tie method (STM) of the only code provision, the Canadian S806-12, that addressed such elements. The experimental results were employed to evaluate the applicability of the methods suggested by the American, European and Canadian codes as well as the previous studies to predict the load capacities of continuous deep beams reinforced with GFRP bars. It was found that these methods were unable to reflect the influences of size effect and/or web reinforcement, the impact of which has been confirmed by the current experimental investigation. Therefore, a new effectiveness factor was recommended to be used with the STM. Additionally, an upper-bound analysis was developed to predict the load capacity of the tested specimens considering a reduced bond strength of GFRP bars. A good agreement between the predicted results and the experimental ones was obtained with the mean and coefficient of variation values of 1.02 and 5.9%, respectively, for the STM and 1.03 and 8.6%, respectively, for the upper-bound analysis. / Higher Committee of Education Development in Iraq (HCED)
|
55 |
An Anti-Skid Brake Controller For A Fighter Aircraft With An Elastic StrutKumar, V V Nagendra 04 1900 (has links)
This thesis deals with the design of an anti-skid brake controller for a generic fighter aircraft. Antiskid brake controllers prevent wheel locking and maximize the coefficient of friction between the tyre and the ground, resulting in lower stopping distance and time. The frictional force is maximized by regulating the slip. A model for the landing gear is first developed, which consists of the translational and rotational motions of the wheel, the equation for the slip and the elastic landing gear strut dynamics. The elastic behaviour of the landing gear is characterized through its modal frequencies, obtained from a Finite element analysis. As the governing equations are nonlinear, with linear elastic deformations of the strut, feedback linearization is used to design the anti-skid controller. The brake controller is found to work well. Its stability is verified through numerical simulations. Both the plant parameters and the sensor measurements are perturbed up to 10% from their nominal values. It is seen that the feedback linearization tolerates these variations quite well. The system is exceptionally tolerant to sensor noises. The torsional stiffness of the strut is found to be more critical than the longitudinal stiffness. Limits on the torsional stiffness that can be tolerated by the controller are found. This determines the limits on the stiffness of the landing gear beyond which gear walk may appear. The thesis concludes with suggestions for future work in this exciting field.
|
56 |
Design and Realization of an Adjustable Fluid Powered Piston for an Active Air SpringHedrich, Philipp, Johe, Maik, Pelz, Peter F. 28 April 2016 (has links) (PDF)
In this paper, we present a new compact hydraulic linear actuator. The concept is developed to change the rolling piston diameter of an active air spring during usage. By doing so, the air spring can actively apply pressure and tension forces. The actuator is designed for small movements at high forces. It is insensitive to side forces, which are introduced by the bellows rolling on the rolling piston of the air spring. A diaphragm sealing is used to minimize friction. Hence a precise adjustment of small displacements at high dynamics is possible and the system is completely leakage-free. We describe the design and development of this actuator and show first measurement results from preliminary tests to show its functionality.
|
57 |
Design of reinforced concrete deep beams for strength and serviceabilityBirrcher, David Barra 01 June 2010 (has links)
Several reinforced concrete bent caps (deep beams) in Texas have developed
significant diagonal cracks in service. The cracking in two bent caps was so extensive
that costly retrofits were implemented to strengthen the structures. Strut-and-tie
modeling is currently recommended in most U.S. design specifications for the design of
reinforced concrete bent caps and deep beams. Designers have expressed concerns with
the lack of clarity and serviceability-related considerations in strut-and-tie model design
provisions.
Due to concerns with strut-and-tie modeling design provisions and field problems
of in-service bent caps, TxDOT Project 5253 was funded. Several tasks conducted
within Project 5253 are addressed in this dissertation. The effects of minimum web
reinforcement and member depth on the strength and serviceability behavior of deep
beams are presented. The transition between deep beam shear capacity and sectional
shear capacity near a shear-span-to-depth (a/d) ratio of 2 is addressed. A service-load
shear check to limit diagonal cracking in service is outlined. Lastly, a simple chart that
correlates the maximum width of diagonal cracks in a deep beam to its residual capacity
is developed.
To accomplish the objectives of Project 5253, thirty-seven tests were conducted
on reinforced concrete beams with the following cross-sectional dimensions: 21”x23”,
21”x42”, 21”x44”, 21”x75”, and 36”x48.” The specimens were loaded with a/d ratios of 1.2, 1.85, and 2.5. The test specimens are among the largest reinforced concrete deep
beams in the literature.
To supplement the findings of the experimental program, a database of deep beam
test results was compiled. Entries in the database that lacked sufficient information and
that did not meet established cross-sectional size or web reinforcement criteria were
filtered from the database. The use of the database in conjunction with the experimental
program enabled each objective to be addressed from both broad and specific viewpoints.
Several recommendations for improving the strength and serviceability design of
deep beams are presented including a minimum web reinforcement requirement,
provisions to ease the transition between calculated deep beam and sectional shear
capacity, and a design check to limit diagonal cracking in service. / text
|
58 |
Análise experimental e numérica de blocos rígidos sobre duas estacas com pilares de seções quadradas e retangulares e diferentes taxas de armadura / Experimental and numerical analysis of rigid two-pile caps with square and retangular column and different rates of column reinforcementMunhoz, Fabiana Stripari 25 September 2014 (has links)
Esta pesquisa realiza a análise do comportamento estrutural de blocos rígidos de concreto armado sobre duas estacas submetidos à ação de força vertical centrada, com pilares de seções quadradas e retangulares e diferentes taxas de armaduras de pilares. Nestes elementos utilizam-se o método das Bielas e Tirantes para o projeto estrutural, mas normalmente não se considera a influência da seção geométrica dos pilares e suas taxas de armadura no projeto do bloco. Apresenta-se um estudo experimental de doze modelos de blocos sobre duas estacas, na escala 1:2. Foi desenvolvida uma análise numérica tridimensional e não linear, pelo método dos elementos finitos, com o auxílio de um programa de computador. Com a análise experimental e numérica foi investigada a distribuição do fluxo das tensões principais de compressão e tração nos modelos e constataram-se diferenças na transmissão de forças para os blocos quando se altera a taxa de armadura e a seção transversal dos pilares. Esta constatação modifica o modelo de Biela e Tirante inicialmente adotado. As deformações em armaduras construtivas complementares também foram estudadas possibilitando o entendimento do modelo estrutural. Um modelo de Bielas e Tirantes para blocos sobre estaca com pilares alongados foi proposto. / This research presents an analysis of the rigid two-pile caps structural behavior. The models were subjected to force action centered and supported columns with different rate of armor and square and rectangular cross sections. These elements can be rigid or flexible, rigid pile-caps can be sized using the Method of Strut and Tie. In most cases the Method of Strut and Tie and the influence of column reinforcement are not considered in the pile-cap´s structural projects. This research presents an experimental investigation of two-pile caps with the objective of improve criteria structural projects. Twelve rigid two-pile caps were builded using 1:2 scaled models. Three-dimensional numerical analyses using software based on element finite method (FEM) were developed considering the reinforced concrete nonlinear behavior. Using results of experimental analysis and numerical analysis an investigation of the flow distribution of the principal stresses of compression and tension in the models was performed, differences in the transmission of forces to the pile-caps, when changing the reinforcement ratio and the cross section of the columns, were detected. The initial model of strut and tie may be modified due to results. The understanding of the structural model was also possible by analysis of the stirrups and upper constructive reinforcement stress-strain behavior. A strut and tie model for pile-caps with an elongated rectangular column was proposed.
|
59 |
Análise numérica e experimental de blocos de concreto armado sobre duas estacas submetidos à ação de força centrada e excêntrica / Numerical and experimental analysis of two pile caps submitted to the action of a load centered and eccentricDelalibera, Rodrigo Gustavo 02 June 2006 (has links)
A pesquisa teve como objetivo analisar e discutir o comportamento de blocos de concreto armado sobre duas estacas submetidos à ação de força centrada e excêntrica. Desenvolveu-se uma análise numérica tridimensional não-linear de blocos de concreto armado sobre duas estacas. A análise numérica levou em consideração a fissuração do concreto e a influência das armaduras no comportamento estrutural dos blocos. Por meio da análise numérica, foi possível perceber o comportamento e a forma geométrica das bielas de compressão, com isso, obteve-se melhor entendimento do modelo de bielas (escoras) e tirantes aplicado a blocos de concreto armado sobre duas estacas. A geometria observada nos modelos numéricos analisados preliminarmente difere da usualmente sugerida por vários autores. Realizou-se investigação experimental de blocos, com o fim principal de observar, de modo mais abrangente, a geometria das bielas de compressão. A instrumentação foi posicionada nas faces dos blocos com extensômetros espaçados de modo a ocuparem boa parte da largura e, conseqüentemente, indicarem as suas geometrias. A análise experimental de blocos sobre duas estacas submetidos à ação de força excêntrica permitiu observar o comportamento das bielas e tirantes que diferem dos observados quando a força é centrada. Também foi analisada a eficiência dos ganchos das barras de aço que compõem os tirantes, verificando-se que os ganchos podem ser omitidos sem prejuízo da segurança estrutural dos blocos. Em função dos resultados obtidos por meio das análises experimental e numérica desenvolveram-se modelos de bielas e tirantes aplicados a blocos sobre duas estacas / The research had as objective to analyze and to argue about the behavior of two pile caps submitted to the action of a centered and eccentric load. A nonlinear three-dimensional numerical analysis of two pile caps was developed. The numerical analysis included the cracking and the influence of the reinforcement in the structural behavior of the pile caps. By the numerical analysis, it was possible to perceive the behavior and the geometric form of the strut, with this understand the model strut-and-tie applied to the two pile caps. The geometry observed in the numerical models analyzed at first differs from the usually suggested by some authors. This project realized experimental tests of piles caps to observe the geometry of the struts. The instrumentation was located in the faces of the pile caps with spaced strain-gages in order to occupy good part of the width and, consequently, indicate its geometry. The experimental analysis of two pile caps submitted to the eccentric load allowed the behavior observation of the strut and tie that differ from the one observed when the load was centered. Also the efficiency of the hooks of the reinforced bar was analyzed, therefore, in the experimental analysis of pile caps already developed, it was verified that the hooks can be omitted without damage of the structural security of the pile caps. For treating the procedure defined in the project, and taking advantage of the experimental analysis realized, it was understood that this requirement can be analyzed and that the results will bring benefits to the project. In function of the results obtained through the experimental and numeric analysis strut-and-tie models were developed to be applied in two pile caps
|
60 |
The role of chemistry and strut porosity and the influence of serum proteins in modulating cellular response to bone graft substitutesCastagna, Viviana January 2015 (has links)
The objective of this thesis was to investigate the role of hydroxyapatite and silicate-substituted hydroxyapatite synthetic bone graft substitute (SBG) material properties in modulating the processes of protein adsorption and desorption, and their combined role in the subsequent regulation of cell attachment, proliferation and differentiation on the surfaces of these materials in vitro. As a result of their purported role in promoting osteogenic behaviour in vivo the materials parameters selected for investigation were chemistry (stoichiometric hydroxyapatite (HA) versus 0.8wt% silicate-substituted hydroxyapatite (SA)) and strut porosity (20% versus 30% strut porosity). Cell attachment and response to different SBG was assessed to samples in the ‘as received’ condition as well as after a series of sequentially varied pre-treatments with solutions of phosphate buffered saline or cell culture media either unsupplemented or in combination with mixed serum proteins and/or Fibronectin (Fn). This enabled investigation of the effect of sample chemistry and strut porosity on mixed serum protein interactions and Fn adsorption under both competitive and non-competitive conditions, and the study of subsequent regulation of cell attachment and response as a consequence of pre-treatment. Results showed that serum protein interactions were key to modulation of cell response to chemistry, and there was evidence that for Fn this may be related to conformational changes in the adsorbed protein rather than its level of enrichment in the protein interlayer. In terms of the materials properties investigated strut porosity was found to be the most dominant factor in the regulation of cell response, where SBG with 30% strut porosity promoted human mesenchymal stem cell (hMSC) osteoblastic differentiation. Moreover hMSC response to SBG with 30% strut porosity seemed to be less sensitive to pre-treatment. In conclusion, the results of these experiments indicate that strut porosity more directly influences the cellular response to HA and SA BGS than chemistry in vitro. Moreover, the role that Fn and other serum proteins have in regulating this response is dependent on the physiological environment and BGS chemistry.
|
Page generated in 0.0499 seconds