Three Dimensional Model Development For Buried Pipeline

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Three-Dimensional Model Development for Buried Pipeline

Author : Mustafa Isam Al-Zubaidi
Publisher :
ISBN 13 :
Total Pages : 0 pages
Book Rating : 4.:/5 (133 download)

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Book Synopsis Three-Dimensional Model Development for Buried Pipeline by : Mustafa Isam Al-Zubaidi

Download or read book Three-Dimensional Model Development for Buried Pipeline written by Mustafa Isam Al-Zubaidi and published by . This book was released on 2020 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt: Pipeline systems are widely used to transport water, sewage, oil, natural gas, and other valuable fluids. The buried pipelines can run over long distances in different soil behaviours and climate conditions. Pipelines should be designed in such a way that they remain functional even when they are subjected to high-intensity soil movements, excessive fluid flows, and different loading conditions. This thesis will illustrate the main parameters that cause failure in buried pipelines, starting by giving an overview of the piping system, that includes pipeline materials, pipeline design procedure, soil properties and pipeline interaction, soil and traffic loading on underground pipelines (external loadings), Fluid flow loads on underground pipeline (internal loadings), Finite element analysis (FEA) and computational fluid dynamics (CFD) analysis on a pipeline. The thesis will discuss in detail the phenomena of fluid-structure interaction, and a case study of a T-pipe will be analyzed from a fluid-structure analysis perspective. The effect of branch inlet velocity, main inlet velocity, diameter ratio, merging angle, and temperature of the working fluid will be studied. The second part of this work will look at the effect of applied external loadings on a buried pipeline using different boundary conditions. Finally, a simulation model was created to analyze both case scenarios of the fluidstructure interaction with applied external loadings on a buried pipeline under selected conditions. The created model could be used and altered to predict pipe deformation under user-defined conditions. Parameters to be changed that would affect the buried pipe deformation including the soil properties, the pipe material, applied loadings forces, applied loadings location, boundary conditions, fluid properties, fluid flow conditions, thermal conditions, pipe geometry, and the buried pipe location.

Geohazards and Pipelines

Author : Spyros A. Karamanos
Publisher : Springer Nature
ISBN 13 : 3030498921
Total Pages : 204 pages
Book Rating : 4.0/5 (34 download)

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Book Synopsis Geohazards and Pipelines by : Spyros A. Karamanos

Download or read book Geohazards and Pipelines written by Spyros A. Karamanos and published by Springer Nature. This book was released on 2020-10-31 with total page 204 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book presents state-of-the-art methodologies for the design and analysis of buried steel pipelines subjected to severe ground-induced action, including tectonic (quasi-static) effects, slope movements (landslides), liquefaction-induced actions or excavation-induced settlements. The text is an amended version of the final deliverables of the GIPIPE project, sponsored by the European Commission (Research Fund for Coal and Steel programme, 2011-2014). Geohazards and Pipelines presents an integrated investigation of this subject, using advanced and innovative experimental techniques, high-performance numerical simulations and novel analytical methodologies, which account for the particularities of buried steel pipelines with an emphasis on soil-pipeline interaction. Geohazards and Pipelines will be of use to professionals working in the field of pipeline engineering, including design consultants and industrial practitioners involved in projects related to pipeline infrastructure. Structural engineers, mechanical engineers, geotechnical engineers, geologists and seismologists may also find this book of interest, as may graduate students and researchers in these areas.

Author :
Publisher : Springer Nature
ISBN 13 : 9464635045
Total Pages : 355 pages
Book Rating : 4.4/5 (646 download)

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Book Synopsis by :

Download or read book written by and published by Springer Nature. This book was released on with total page 355 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Safety of Buried Steel Pipelines Under Ground-induced Deformations (GIPIPE)

Author :
Publisher :
ISBN 13 : 9789279540400
Total Pages : 138 pages
Book Rating : 4.5/5 (44 download)

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Book Synopsis Safety of Buried Steel Pipelines Under Ground-induced Deformations (GIPIPE) by :

Download or read book Safety of Buried Steel Pipelines Under Ground-induced Deformations (GIPIPE) written by and published by . This book was released on 2015 with total page 138 pages. Available in PDF, EPUB and Kindle. Book excerpt: GIPIPE combines geotechnical engineering concepts with mechanical and pipeline engineering practice, towards developing design guidelines/ recommendations for safeguarding the structural integrity of buried welded steel pipelines under severe ground-induced actions. Permanent ground-induced actions are considered (fault motion, landslides, liquefaction-induced lateral spreading). The guidelines improve and extend current design practice, considering steel pipeline particularities and emphasizing on soil-pipe interaction.^The following intermediate targets have been achieved: Critical evaluation of current design practice and pipeline incidents, towards identifying specific needs for developing pipeline novel design methodologies against geohazards (WP1) ; development of rigorous three-dimensional models for analysing buried pipelines under permanent ground actions (faults, landslides, liquefaction) with emphasis on soil material modelling (WP2) ; preparation of experimental set-up, acquisition of pipe specimens, material testing (WP3) ; performance of large-scale and small-scale experiments, with the purpose of examining soil-pipe interaction (WP4) ; extensive parametric analyses of buried pipelines under ground-induced actions (fault action, landslides, lateral spreading, ^settlements) (WP5) ; proposal of calibrated methodologies for simple and efficient stress analysis of buried pipelines for design purposes (WP6) ; presentation of guidelines for buried pipeline design against permanent ground-induced actions, summarizing existing knowledge and incorporating all results (WP6) ; dissemination of the results through a dedicated workshop (WP6). The GIPIPE results and deliverables are both novel and unique, resulting in development and validation of rigorous and simplified models, capable at describing large permanent deformations of buried pipelines, better understanding of soil-pipe interaction under severe ground-induced actions, significant improvement of pipeline design state-of-the-art in geohazard areas.

Safety of Buried Steel Pipelines Under Ground-induced Deformations (GIPIPE)

Author :
Publisher :
ISBN 13 : 9789279540417
Total Pages : 138 pages
Book Rating : 4.5/5 (44 download)

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Book Synopsis Safety of Buried Steel Pipelines Under Ground-induced Deformations (GIPIPE) by :

Download or read book Safety of Buried Steel Pipelines Under Ground-induced Deformations (GIPIPE) written by and published by . This book was released on 2015 with total page 138 pages. Available in PDF, EPUB and Kindle. Book excerpt: GIPIPE combines geotechnical engineering concepts with mechanical and pipeline engineering practice, towards developing design guidelines/ recommendations for safeguarding the structural integrity of buried welded steel pipelines under severe ground-induced actions. Permanent ground-induced actions are considered (fault motion, landslides, liquefaction-induced lateral spreading). The guidelines improve and extend current design practice, considering steel pipeline particularities and emphasizing on soil-pipe interaction.^The following intermediate targets have been achieved: Critical evaluation of current design practice and pipeline incidents, towards identifying specific needs for developing pipeline novel design methodologies against geohazards (WP1) ; development of rigorous three-dimensional models for analysing buried pipelines under permanent ground actions (faults, landslides, liquefaction) with emphasis on soil material modelling (WP2) ; preparation of experimental set-up, acquisition of pipe specimens, material testing (WP3) ; performance of large-scale and small-scale experiments, with the purpose of examining soil-pipe interaction (WP4) ; extensive parametric analyses of buried pipelines under ground-induced actions (fault action, landslides, lateral spreading,^settlements) (WP5) ; proposal of calibrated methodologies for simple and efficient stress analysis of buried pipelines for design purposes (WP6) ; presentation of guidelines for buried pipeline design against permanent ground-induced actions, summarizing existing knowledge and incorporating all results (WP6) ; dissemination of the results through a dedicated workshop (WP6). The GIPIPE results and deliverables are both novel and unique, resulting in development and validation of rigorous and simplified models, capable at describing large permanent deformations of buried pipelines, better understanding of soil-pipe interaction under severe ground-induced actions, significant improvement of pipeline design state-of-the-art in geohazard areas.

Computational and Experimental Simulations in Engineering

Author : Kun Zhou
Publisher : Springer Nature
ISBN 13 : 3031687752
Total Pages : 1074 pages
Book Rating : 4.0/5 (316 download)

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Book Synopsis Computational and Experimental Simulations in Engineering by : Kun Zhou

Download or read book Computational and Experimental Simulations in Engineering written by Kun Zhou and published by Springer Nature. This book was released on with total page 1074 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Mechanics of Wave-Seabed-Structure Interactions

Author : Dong-Sheng Jeng
Publisher : Cambridge University Press
ISBN 13 : 1107160006
Total Pages : 371 pages
Book Rating : 4.1/5 (71 download)

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Book Synopsis Mechanics of Wave-Seabed-Structure Interactions by : Dong-Sheng Jeng

Download or read book Mechanics of Wave-Seabed-Structure Interactions written by Dong-Sheng Jeng and published by Cambridge University Press. This book was released on 2018-04-26 with total page 371 pages. Available in PDF, EPUB and Kindle. Book excerpt: An in-depth look at the mechanics of combined stresses imposed on the seabed from wave action and marine infrastructure.

Large Diameter Steel Pipe Field Test Using Controlled Low Strength Material and Staged Construction Modeling Using 3-D Nonlinear Finite Element Analysis

Download Large Diameter Steel Pipe Field Test Using Controlled Low Strength Material and Staged Construction Modeling Using 3-D Nonlinear Finite Element Analysis PDF Online Free

Author : Franciele Bellaver
Publisher :
ISBN 13 :
Total Pages : 124 pages
Book Rating : 4.:/5 (881 download)

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Book Synopsis Large Diameter Steel Pipe Field Test Using Controlled Low Strength Material and Staged Construction Modeling Using 3-D Nonlinear Finite Element Analysis by : Franciele Bellaver

Download or read book Large Diameter Steel Pipe Field Test Using Controlled Low Strength Material and Staged Construction Modeling Using 3-D Nonlinear Finite Element Analysis written by Franciele Bellaver and published by . This book was released on 2014 with total page 124 pages. Available in PDF, EPUB and Kindle. Book excerpt: Using finite element methods and field tests, an extensive study on selected steel pipes is devised for the Integrated Pipeline Project in Dallas-Fort Worth, Texas. The project integrates Tarrant Regional Water District (TRWD) existing pipelines to the Dallas system along 150 miles. Field test of buried pipes, monitoring the pipe in different trench conditions is extremely valuable in predicting the displacement of the pipe during construction stages and during its lifetime. The field instrumentation monitors the circular displacements and strains of a buried steel pipe with an outside diameter (O.D.) of 84 in. and 0.375 in. thickness in three different trench profiles using controlled low strength material. For the first case, the trench width is the O.D. plus 36 in., and CLSM is used as embedment up to 30% of the O.D. In the second case, the trench width is the O.D. plus 36 in., and CLSM is used as embedment up to 70% of the O.D. In the third case, the trench width is O.D. plus 18 in., and CSLM is used as embedment up to 70% of the O.D. From the CLSM to the top of the pipe, ordinary local soil is used and compacted to 95% standard proctor density. Approximately 5ft. of backfilling is added for all cases. For pipe structural monitoring, strain gages are attached inside and outside of the pipe to obtain the circumferential strain, and displacement transducers are installed to record both vertical and horizontal diameter displacement. The deflections of the steel pipes are effectively measured in each of the construction stages: the CLSM embedment, the soil compaction, and during the load of the 5ft. soil on top of the pipe. In addition, the buried pipes are monitored for long term deflection (around 350 days). The tests provide guidance for the finite element modeling and are an important study in predicting the structural performance of buried steel pipes. The finite element analysis developed is a three dimensional (3D) nonlinear finite element model of steel pipe coupled with CLSM and compacted soil. The finite element model consists of the pipe and soil interaction during the staged construction of embedment and backfill. The geometry of the model is created based on the pipe's undeformed shape. Due to the effect of the loads during staged construction (i.e. subsequent layers of soil being added as embedment and/or backfill), the geometry of the pipe distored for each layer of soil around it. The model also consideres the at rest lateral pressure and the lateral effect of soil compaction on the pipe-soil structure. Different trench conditions are modeled by varying in the in-situ soil stiffness for the trench wall, and trench width. The finite element model developed simulates the load-deformation results of a buried steel pipe in different trench conditions and was verified by the field test results. After developing the nonlinear finite element model for steel pipes and verifying the results with field test, the model can be used to predict pipe performance under varying backfill and loading conditions. All parameters that are modified in the models are part of the scope of the pipeline project, and are field situations that might be observed in the construction of the Integrated Pipeline.

Staged Construction Modeling of Large Diameter Steel Pipes Using 3-D Nonlinear Finite Element Analysis

Author : Mojtaba Salehi Dezfooli
Publisher :
ISBN 13 :
Total Pages : 858 pages
Book Rating : 4.:/5 (939 download)

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Book Synopsis Staged Construction Modeling of Large Diameter Steel Pipes Using 3-D Nonlinear Finite Element Analysis by : Mojtaba Salehi Dezfooli

Download or read book Staged Construction Modeling of Large Diameter Steel Pipes Using 3-D Nonlinear Finite Element Analysis written by Mojtaba Salehi Dezfooli and published by . This book was released on 2015 with total page 858 pages. Available in PDF, EPUB and Kindle. Book excerpt: This study investigates the performance of large diameter steel pipes during stage construction. Using this study, metal pipes are designed utilizing existing native soil for embedment around the pipe rather than imported materials. This indeed, translates into a considerable amount of cost saving and advances in designing pipeline. This model is used for peer review/ designing of a 242 km (150 miles) pipeline project, Integrated Pipeline (IPL), that transports approximately hundreds of millions of gallons from Lake Palestine, 137 km (85 miles) southeast of Dallas, to Lake Benbrook, Tarrant County, Texas. The IPL project supplies water to more than1.8 million people living in 11 counties of North Texas. The results of this study not only benefits the Tarrant Regional Water District but also can be used in other projects. A comprehensive robust nonlinear finite element analysis model was developed and verified by four experimental tests which were conducted at the University of Texas at Arlington. The developed FEM model considered all three nonlinear algorithms including geometric, material, and contact nonlinearities. The developed FEM model considered the soil compaction which is an important force in staged construction modeling of the steel pipes. Also the geometric change of pipe during construction was modeled accurately for the first time to accurately obtain the behavior of the buried steel pipes. Four instrumented large diameter steel pipes, with the diameter of 1.83 m (72 in.), were placed in a 6.1 m (20 ft) wide rigid trench with different backfilling configurations. The promising results of the study indicated that the developed model successfully predicted the experimental tests. The developed FEM model was further modified then by incorporating flexible trench wall and other unique tools to be capable of modeling different pipeline designs. Moreover, the modified FEM model was used to verify three field tests which were conducted in Rolling Hills Booster Pump Station, in Fort Worth, Texas. The comparison of the results showed that the modified FEM model also successfully predicted the real field condition. Finally, a comprehensive parametric study was conducted by identifying the most common geometric and force related parameters for large diameter pipe-soil interaction systems. These parameters include but not limited to pipe geometric parameters, backfilling properties and type and level of compaction, and in-situ soil condition. The parametric study models were generated by using a Design Program (DP) which was developed specifically in this study to support the main FEM model analysis. The DP allows the designer to feed the developed FEM model with the required design parameters which will generate the FEM model in a fraction of time compared to conventional manual model development. The results of the parametric study then were used to develop series of design equations for moment, thrust, shear, and horizontal and vertical deflection of buried steel pipes as a function of independent variables which were comprehensively identified in parametric study. The developed equation will be a platform to be used in the steel pipe design manuals.

Physical Modelling in Geotechnics, Volume 2

Author : Andrew McNamara
Publisher : CRC Press
ISBN 13 : 0429797613
Total Pages : 1333 pages
Book Rating : 4.4/5 (297 download)

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Book Synopsis Physical Modelling in Geotechnics, Volume 2 by : Andrew McNamara

Download or read book Physical Modelling in Geotechnics, Volume 2 written by Andrew McNamara and published by CRC Press. This book was released on 2018-07-11 with total page 1333 pages. Available in PDF, EPUB and Kindle. Book excerpt: Physical Modelling in Geotechnics collects more than 1500 pages of peer-reviewed papers written by researchers from over 30 countries, and presented at the 9th International Conference on Physical Modelling in Geotechnics 2018 (City, University of London, UK 17-20 July 2018). The ICPMG series has grown such that two volumes of proceedings were required to publish all contributions. The books represent a substantial body of work in four years. Physical Modelling in Geotechnics contains 230 papers, including eight keynote and themed lectures representing the state-of-the-art in physical modelling research in aspects as diverse as fundamental modelling including sensors, imaging, modelling techniques and scaling, onshore and offshore foundations, dams and embankments, retaining walls and deep excavations, ground improvement and environmental engineering, tunnels and geohazards including significant contributions in the area of seismic engineering. ISSMGE TC104 have identified areas for special attention including education in physical modelling and the promotion of physical modelling to industry. With this in mind there is a special themed paper on education, focusing on both undergraduate and postgraduate teaching as well as practicing geotechnical engineers. Physical modelling has entered a new era with the advent of exciting work on real time interfaces between physical and numerical modelling and the growth of facilities and expertise that enable development of so called ‘megafuges’ of 1000gtonne capacity or more; capable of modelling the largest and most complex of geotechnical challenges. Physical Modelling in Geotechnics will be of interest to professionals, engineers and academics interested or involved in geotechnics, geotechnical engineering and related areas. The 9th International Conference on Physical Modelling in Geotechnics was organised by the Multi Scale Geotechnical Engineering Research Centre at City, University of London under the auspices of Technical Committee 104 of the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE). City, University of London, are pleased to host the prestigious international conference for the first time having initiated and hosted the first regional conference, Eurofuge, ten years ago in 2008. Quadrennial regional conferences in both Europe and Asia are now well established events giving doctoral researchers, in particular, the opportunity to attend an international conference in this rapidly evolving specialist area. This is volume 2 of a 2-volume set.

Proceedings of the International Field Exploration and Development Conference 2018

Author : Jia'en Lin
Publisher : Springer Nature
ISBN 13 : 981137127X
Total Pages : 2041 pages
Book Rating : 4.8/5 (113 download)

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Book Synopsis Proceedings of the International Field Exploration and Development Conference 2018 by : Jia'en Lin

Download or read book Proceedings of the International Field Exploration and Development Conference 2018 written by Jia'en Lin and published by Springer Nature. This book was released on 2019-10-02 with total page 2041 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book gathers selected papers from the 8th International Field Exploration and Development Conference (IFEDC 2018) and addresses a broad range of topics, including: Reservoir Surveillance and Management, Reservoir Evaluation and Dynamic Description, Reservoir Production Stimulation and EOR, Ultra-Tight Reservoirs, Unconventional Oil and Gas Resources Technology, Oil and Gas Well Production Testing, and Geomechanics. In brief, the papers introduce readers to upstream technologies used in oil & gas development, the main principles of the process, and various related design technologies. The conference not only provided a platform to exchange experiences, but also promoted the advancement of scientific research in oil & gas exploration and production. The book is chiefly intended for industry experts, professors, researchers, senior engineers, and enterprise managers.

Rock Dynamics: Progress and Prospect, Volume 2

Author : Jianchun Li
Publisher : CRC Press
ISBN 13 : 1000883183
Total Pages : 435 pages
Book Rating : 4.0/5 (8 download)

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Book Synopsis Rock Dynamics: Progress and Prospect, Volume 2 by : Jianchun Li

Download or read book Rock Dynamics: Progress and Prospect, Volume 2 written by Jianchun Li and published by CRC Press. This book was released on 2023-02-27 with total page 435 pages. Available in PDF, EPUB and Kindle. Book excerpt: Rock Dynamics: Progress and Prospect contains 153 scientific and technical papers presented at the Fourth International Conference on Rock Dynamics and Applications (RocDyn-4, Xuzhou, China, 17-19 August 2022). The two-volume set has 7 sections. Volume 1 includes the first four sections with 6 keynotes and 5 young scholar plenary session papers, and contributions on analysis and theoretical development, and experimental testing and techniques. Volume 2 contains the remaining three sections with 74 papers on numerical modelling and methods, seismic and earthquake engineering, and rock excavation and engineering. Rock Dynamics: Progress and Prospect will serve as a reference on developments in rock dynamics scientific research and on rock dynamics engineering applications. The previous volumes in this series (RocDyn-1, RocDyn-2, and RocDyn-3) are also available via CRC Press.

Three Dimensional Finite Element Analysis of Buried Pipes

Author : Cao, Wei.
Publisher : Halifax, N.S. : Technical University of Nova Scotia
ISBN 13 :
Total Pages : 348 pages
Book Rating : 4.:/5 (229 download)

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Book Synopsis Three Dimensional Finite Element Analysis of Buried Pipes by : Cao, Wei.

Download or read book Three Dimensional Finite Element Analysis of Buried Pipes written by Cao, Wei. and published by Halifax, N.S. : Technical University of Nova Scotia. This book was released on 1994 with total page 348 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Unsaturated Soil Mechanics - from Theory to Practice

Author : Zhenghan Chen
Publisher : CRC Press
ISBN 13 : 1315643340
Total Pages : 924 pages
Book Rating : 4.3/5 (156 download)

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Book Synopsis Unsaturated Soil Mechanics - from Theory to Practice by : Zhenghan Chen

Download or read book Unsaturated Soil Mechanics - from Theory to Practice written by Zhenghan Chen and published by CRC Press. This book was released on 2015-10-14 with total page 924 pages. Available in PDF, EPUB and Kindle. Book excerpt: In the past decades advances have been made in the research and practice on unsaturated soil mechanics. In 2000 the first Asia-Pacific Conferences on Unsaturated Soils was organized in Singapore. Since then, four conferences have been held under the continued support of the Technical Committee on Unsaturated Soils (TC106) of the International Socie

Asian And Pacific Coasts 2003 (With Cd-rom), Proceedings Of The 2nd International Conference

Author : Yoshimi Goda
Publisher : World Scientific
ISBN 13 : 9814485292
Total Pages : 1583 pages
Book Rating : 4.8/5 (144 download)

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Book Synopsis Asian And Pacific Coasts 2003 (With Cd-rom), Proceedings Of The 2nd International Conference by : Yoshimi Goda

Download or read book Asian And Pacific Coasts 2003 (With Cd-rom), Proceedings Of The 2nd International Conference written by Yoshimi Goda and published by World Scientific. This book was released on 2004-02-19 with total page 1583 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book presents the experience of coastal and port engineering development, as well as coastal environmental problems, in Asian and Pacific countries. It also provides information and promotes technological progress and activities, international technical transfer and cooperation, and opportunities for engineers and researchers to maintain and improve scientific and technical competence. The subject areas are not limited to the classical topics of coastal engineering but are extended to related fields, including environments, marine ecology, coastal oceanography, fishery, etc.

Modeling and Simulation in Thermal and Fluids Engineering

Author : Krishnan Murugesan
Publisher : CRC Press
ISBN 13 : 1000610632
Total Pages : 279 pages
Book Rating : 4.0/5 (6 download)

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Book Synopsis Modeling and Simulation in Thermal and Fluids Engineering by : Krishnan Murugesan

Download or read book Modeling and Simulation in Thermal and Fluids Engineering written by Krishnan Murugesan and published by CRC Press. This book was released on 2022-07-29 with total page 279 pages. Available in PDF, EPUB and Kindle. Book excerpt: This textbook comprehensively covers the fundamentals behind mathematical modeling of engineering problems to obtain the required solution. It comprehensively discusses modeling concepts through conservation principles with a proper blending of mathematical expressions. The text discusses the basics of governing equations in algebraic and differential forms and examines the importance of mathematics as a tool in modeling. It covers important topics including modeling of heat transfer problems, modeling of flow problems, modeling advection-diffusion problems and Navier-Stokes equations in depth. Pedagogical features including solved problems and unsolved exercises are interspersed throughout the text for better understanding. The textbook is primarily written for senior undergraduate and graduate students in the field of mechanical engineering for courses on modeling and simulation. The textbook will be accompanied by teaching resource including a solution manual for the instructors.

Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions

Author : Francesco Silvestri
Publisher : CRC Press
ISBN 13 : 0429632010
Total Pages : 8083 pages
Book Rating : 4.4/5 (296 download)

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Book Synopsis Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions by : Francesco Silvestri

Download or read book Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions written by Francesco Silvestri and published by CRC Press. This book was released on 2019-07-19 with total page 8083 pages. Available in PDF, EPUB and Kindle. Book excerpt: Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions contains invited, keynote and theme lectures and regular papers presented at the 7th International Conference on Earthquake Geotechnical Engineering (Rome, Italy, 17-20 June 2019. The contributions deal with recent developments and advancements as well as case histories, field monitoring, experimental characterization, physical and analytical modelling, and applications related to the variety of environmental phenomena induced by earthquakes in soils and their effects on engineered systems interacting with them. The book is divided in the sections below: Invited papers Keynote papers Theme lectures Special Session on Large Scale Testing Special Session on Liquefact Projects Special Session on Lessons learned from recent earthquakes Special Session on the Central Italy earthquake Regular papers Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions provides a significant up-to-date collection of recent experiences and developments, and aims at engineers, geologists and seismologists, consultants, public and private contractors, local national and international authorities, and to all those involved in research and practice related to Earthquake Geotechnical Engineering.