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Three Dimensional Nonlinear Finite Element Analysis Of Airport Pavements
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Book Synopsis Three Dimensional Nonlinear Finite Element Analysis of Airport Pavements by : Hamed Mojarrad
Download or read book Three Dimensional Nonlinear Finite Element Analysis of Airport Pavements written by Hamed Mojarrad and published by . This book was released on 2011 with total page 205 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Three-dimensional Finite Element Analysis of Multi-layered Systems by : Jiwon Kim
Download or read book Three-dimensional Finite Element Analysis of Multi-layered Systems written by Jiwon Kim and published by . This book was released on 2000 with total page 442 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Three-Dimensional Finite Element Analysis of Flexible Pavements Considering Nonlinear Pavement Foundation Behavior by :
Download or read book Three-Dimensional Finite Element Analysis of Flexible Pavements Considering Nonlinear Pavement Foundation Behavior written by and published by . This book was released on 2007 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Flexible Pavement Analysis by the Three-Dimensional Finite Element Method by : John B. Palmerton
Download or read book Flexible Pavement Analysis by the Three-Dimensional Finite Element Method written by John B. Palmerton and published by . This book was released on 1973 with total page 35 pages. Available in PDF, EPUB and Kindle. Book excerpt: The report describes a preliminary study to evaluate the applicability of three-dimensional finite element analysis for predicting the behavior of pavement systems. Since many pavement problems are not reducible to plane behavior, this new analysis technique should provide a good basis for future analysis of complicated pavement systems. The finite element computer program used in this study is designated SOLSAP and was originally developed to investigate the three-dimensional behavior of earth and earth-rock dams. It was used in this study to investigate the effect of a static load application (similar to that produced by the C-5A aircraft) on a flexible pavement section that had been previously field-tested at the U.S. Army Engineer Waterways Experiment Station. SOLSAP considers both nonlinear stress-strain behavior and nonlinear volume characteristics. (Modified author abstract).
Book Synopsis Three Dimensional Finite Element Programs for Pavement Analysis: Introduction & appendix 1 by :
Download or read book Three Dimensional Finite Element Programs for Pavement Analysis: Introduction & appendix 1 written by and published by . This book was released on 1998 with total page 156 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Three-dimensional Finite Element Analysis of Flexible Pavements by : Jia Wang
Download or read book Three-dimensional Finite Element Analysis of Flexible Pavements written by Jia Wang and published by . This book was released on 2001 with total page 248 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Flexible Pavement Analysis by the Three-dimentsional Finite Element Method by : John B. Palmerton
Download or read book Flexible Pavement Analysis by the Three-dimentsional Finite Element Method written by John B. Palmerton and published by . This book was released on 1973 with total page 44 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Three-dimensional Finite Element Analysis of Concrete Pavement by : Chen-Ming Kuo
Download or read book Three-dimensional Finite Element Analysis of Concrete Pavement written by Chen-Ming Kuo and published by . This book was released on 1994 with total page 346 pages. Available in PDF, EPUB and Kindle. Book excerpt: A three-dimensional (3-D) finite element model for concrete pavements, called 3DPAVE, was developed in this study in order to analyze accurately the many complex and interacting factors which influence the support provided to a concrete pavement. Pavement support and finite element models for pavements were first briefly reviewed. Based on the review, the ABAQUS general-purpose finite element software was used to develop a powerful and versatile 3-D model to overcome many of the inherent limitations of 2-D finite element models. A careful analysis of ABAQUS' many element types, features and options was conducted to select the components which would produce a robust and efficient model. The 3DPAVE consistently outperformed the 2-D model in accuracy over wide ranges of inputs for a variety of problems during its development. 3DPAVE was validated by comparison with measured deflection, stress, and strain data for traffic loading and temperature variation from AASHO Road Test, the Arlington Road Test, and the Portland Cement Association's slab experiments. In every comparison with measured field data, 3DPAVE's calculated responses were found to be in very good agreement with the measured responses. Applications of 3DPAVE were made to explore many complicated effects and interactions in concrete pavements, including foundation support; base thickness, stiffness, and interface bond/friction; slab curling and warping due to temperature and moisture gradients; dowel and aggregate interlock load transfer action at joints; and improved support with a widened lane, widened base, or tied concrete shoulder.
Book Synopsis FAA Finite Element Design Procedure for Rigid Pavements by : Edward H. Guo
Download or read book FAA Finite Element Design Procedure for Rigid Pavements written by Edward H. Guo and published by . This book was released on 2007 with total page 76 pages. Available in PDF, EPUB and Kindle. Book excerpt: "FEDFAA, Finite Element Design-Federal Aviation Administration, is a computer program for both airport rigid and flexible pavement thickness design. NIKE3D (a general-purpose, three-dimensional finite element method (3D-FEM) computer program) is the selected engine for critical stress calculation for airport rigid pavement design. The calculated edge stresses are used in the FEDFAA failure model to determine the slab thickness. Since FEDFAA is a tool for thickness design rather than for analysis, certain program modifications and selection of available elements in NIKE3D have been made during FEDFAA development; it includes (1) selection of the nonconforming eight-node solid element to model all layers of the pavement except the subgrade, (2) introduction of the infinite element to model the infinitely deep subgrade, (3) mesh densities in vertical and horizontal directions, and (4) slab size and width of subbase extension have been determined to fit the needs of the design. A procedure has also been developed to calculate the critical stress of the pavement from the stresses calculated by NIKE3D at the element Gaussian points. Finally, the modified 3D finite element-based program was evaluated by using three criteria: (1) the model must be theoretically correct; (2) the final stress calculation engine with modifications and simplifications provides critical stress close enough to the precise one; and (3) it should be able to complete this computation under aircraft load within a few minutes. This report provides detailed descriptions for model selections, program modifications, and numerical evaluations. The report concludes that the final tool satisfies all three criteria; therefore, it is a reliable and applicable tool for airport rigid pavement design."--P. [ii].
Book Synopsis Three-dimensional, Dynamic Finite Element Analysis of Distressed Flexible Pavements Under FWD Loading by : Hao Liang
Download or read book Three-dimensional, Dynamic Finite Element Analysis of Distressed Flexible Pavements Under FWD Loading written by Hao Liang and published by . This book was released on 1997 with total page 234 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis PRO 37: 5th International RILEM Conference on Cracking in Pavements – Mitigation, Risk Assessment and Prevention by : C. Petit
Download or read book PRO 37: 5th International RILEM Conference on Cracking in Pavements – Mitigation, Risk Assessment and Prevention written by C. Petit and published by RILEM Publications. This book was released on 2004 with total page 748 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Three Dimensional Finite Element Programs for Pavement Analysis: Appendix 2 by :
Download or read book Three Dimensional Finite Element Programs for Pavement Analysis: Appendix 2 written by and published by . This book was released on 1998 with total page 226 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Three Dimensional Finite Element Programs for Pavement Analysis: Appendix 3 by :
Download or read book Three Dimensional Finite Element Programs for Pavement Analysis: Appendix 3 written by and published by . This book was released on 1998 with total page 190 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Long and Deep Tunnels by : Vittorio Guglielmetti
Download or read book Long and Deep Tunnels written by Vittorio Guglielmetti and published by CRC Press. This book was released on 2016-04-15 with total page 1336 pages. Available in PDF, EPUB and Kindle. Book excerpt: The design and construction of “long and deep” tunnels, i.e. tunnels under mountains, characterised by either considerable length and/or overburden, represent a considerable challenge. The scope of this book is not to instruct how to design and construct such tunnels but to share a method to identify the potential hazards related to the process of designing and constructing long and deep tunnels, to produce a relevant comprehensive analysis and listing, to quantify the probability and consequences, and to design proper mitigation measures and countermeasures. The design, developed using probabilistic methods, is verified during execution by means of the so called Plan for Advance of the Tunnel (PAT) method, which allows adapting the design and control parameters of the future stretches of the tunnel to the results of the stretches already finished, using the monitoring data base. Numerous criteria are given to identify the key parameters, necessary for the PAT procedure. Best practices of excavation management with the help of real time monitoring and control are also provided. Furthermore cost and time evaluation systems are analysed. Finally, contractual aspects related to construction by contract are investigated, for best development and application of models more appropriate for tunnelling-construction contracts. The work will be of interest to practising engineers, designers, consultants and students in mining, underground, tunnelling, transportation and construction engineering, as well as to foundation and geological engineers, urban planners/developers and architects.
Book Synopsis Scientific and Technical Aerospace Reports by :
Download or read book Scientific and Technical Aerospace Reports written by and published by . This book was released on 1992 with total page 316 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Proceedings written by and published by . This book was released on 1992 with total page 600 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis A computer code for three-dimensional analysis of asphalt pavements by :
Download or read book A computer code for three-dimensional analysis of asphalt pavements written by and published by . This book was released on 1904 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: Apresentam-se as implementações em um programa tridimensional não-linear pelo método dos elementos finitos de análise mecanística de pavimentos flexíveis através do método racional de dimensionamento. Os materiais geotécnicos das diversas camadas que compõem a estrutura dopavimento estão caracterizados através de módulos resilientes, dependentes do estado de tensões atuantes. A influência do carregamento gerado por rodas múltiplas nos campos de tensão e deslocamentos são investigados. Comparações são feitas entre os resultados obtidos nas análises tridimensionais, lineares e não-lineares, com aqueles determinados através de diversos programascomputacionais baseados em geral nas hipóteses de axissimetria (carregamento por roda única) e linearidade do meio elástico. Uma aplicação prática é apresentada, considerando-se o pré-dimensionamento de trecho da estrada peruana Iquitos-Nauta. Para determinação de algumaspropriedades dos materiais deste pavimento, ensaios específicos foram realizados no Laboratório de Mecânica dos Pavimentos da COPPE/UFRJ.