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Includes bibliographical references and index

From case: Professional Engineering Development  (Civil Engineering 402, U.S. Air Force Academy) vv.310 & 311: Fluid Mechanics, parts 1 & 2 TA 155 P7 v.310 28305

From case: Professional Engineering Development  (Civil Engineering 402, U.S. Air Force Academy) vv.310 & 311: Fluid Mechanics, parts 1 & 2 TA 155 P7 v.310 28305

This paper presents a focused study on properties of porous concrete to widen its application to structural engineering. Mechanical properties like compressive strength, indirect tensile strength, flexural strength and physical properties like density, permeability and porosity are studied. To determine those parameters, twenty seven cubes, cylinders and prisms were tested. Also, three polymer impregnated porous concrete slabs were tested under pure bending moment to study the efficiency of selected resin to integrate particle of concrete to achieve a new generation in using porous concrete in structural engineering. Three different cement content specimens of porous concrete were considered, studied cement contents are 200 kg m3, 300 kg m3 and 400 kg m3. The results show that, increasing the cement content can increase the compressive strength, indirect tensile strength and flexural strength. Density of porous concrete is less than conventional concrete by 21 but permeability factor recorded higher value compared to conventional concrete by sixteen times. Increasing the cement content has no significant effect on either ultimate load or maximum deflection of polymer impregnated porous concrete slabs but the results recorded an achievement to use this concrete in structural engineering applications and give an easy way to cast special concrete like polymer concrete without special tools. Rambha Kumari "Study of Boundary Value Analysis in Structural Engineering and Fluid Mechanics using Homotopy Perturbation" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-3 , April 2020, URL: https://www.ijtsrd.com/papers/ijtsrd30516.pdf Paper Url :https://www.ijtsrd.com/engineering/civil-engineering/30516/study-of-boundary-value-analysis-in-structural-engineering-and-fluid-mechanics-using-homotopy-perturbation/rambha-kumari

This paper presents a focused study on properties of porous concrete to widen its application to structural engineering. Mechanical properties like compressive strength, indirect tensile strength, flexural strength and physical properties like density, permeability and porosity are studied. To determine those parameters, twenty seven cubes, cylinders and prisms were tested. Also, three polymer impregnated porous concrete slabs were tested under pure bending moment to study the efficiency of selected resin to integrate particle of concrete to achieve a new generation in using porous concrete in structural engineering. Three different cement content specimens of porous concrete were considered, studied cement contents are 200 kg m3, 300 kg m3 and 400 kg m3. The results show that, increasing the cement content can increase the compressive strength, indirect tensile strength and flexural strength. Density of porous concrete is less than conventional concrete by 21 but permeability factor recorded higher value compared to conventional concrete by sixteen times. Increasing the cement content has no significant effect on either ultimate load or maximum deflection of polymer impregnated porous concrete slabs but the results recorded an achievement to use this concrete in structural engineering applications and give an easy way to cast special concrete like polymer concrete without special tools. Rambha Kumari "Study of Boundary Value Analysis in Structural Engineering and Fluid Mechanics using Homotopy Perturbation" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-3 , April 2020, URL: https://www.ijtsrd.com/papers/ijtsrd30516.pdf Paper Url :https://www.ijtsrd.com/engineering/civil-engineering/30516/study-of-boundary-value-analysis-in-structural-engineering-and-fluid-mechanics-using-homotopy-perturbation/rambha-kumari

This paper presents a focused study on properties of porous concrete to widen its application to structural engineering. Mechanical properties like compressive strength, indirect tensile strength, flexural strength and physical properties like density, permeability and porosity are studied. To determine those parameters, twenty seven cubes, cylinders and prisms were tested. Also, three polymer impregnated porous concrete slabs were tested under pure bending moment to study the efficiency of selected resin to integrate particle of concrete to achieve a new generation in using porous concrete in structural engineering. Three different cement content specimens of porous concrete were considered, studied cement contents are 200 kg m3, 300 kg m3 and 400 kg m3. The results show that, increasing the cement content can increase the compressive strength, indirect tensile strength and flexural strength. Density of porous concrete is less than conventional concrete by 21 but permeability factor recorded higher value compared to conventional concrete by sixteen times. Increasing the cement content has no significant effect on either ultimate load or maximum deflection of polymer impregnated porous concrete slabs but the results recorded an achievement to use this concrete in structural engineering applications and give an easy way to cast special concrete like polymer concrete without special tools. Rambha Kumari "Study of Boundary Value Analysis in Structural Engineering and Fluid Mechanics using Homotopy Perturbation" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-3 , April 2020, URL: https://www.ijtsrd.com/papers/ijtsrd30516.pdf Paper Url :https://www.ijtsrd.com/engineering/civil-engineering/30516/study-of-boundary-value-analysis-in-structural-engineering-and-fluid-mechanics-using-homotopy-perturbation/rambha-kumari

This paper presents a focused study on properties of porous concrete to widen its application to structural engineering. Mechanical properties like compressive strength, indirect tensile strength, flexural strength and physical properties like density, permeability and porosity are studied. To determine those parameters, twenty seven cubes, cylinders and prisms were tested. Also, three polymer impregnated porous concrete slabs were tested under pure bending moment to study the efficiency of selected resin to integrate particle of concrete to achieve a new generation in using porous concrete in structural engineering. Three different cement content specimens of porous concrete were considered, studied cement contents are 200 kg m3, 300 kg m3 and 400 kg m3. The results show that, increasing the cement content can increase the compressive strength, indirect tensile strength and flexural strength. Density of porous concrete is less than conventional concrete by 21 but permeability factor recorded higher value compared to conventional concrete by sixteen times. Increasing the cement content has no significant effect on either ultimate load or maximum deflection of polymer impregnated porous concrete slabs but the results recorded an achievement to use this concrete in structural engineering applications and give an easy way to cast special concrete like polymer concrete without special tools. Rambha Kumari "Study of Boundary Value Analysis in Structural Engineering and Fluid Mechanics using Homotopy Perturbation" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-3 , April 2020, URL: https://www.ijtsrd.com/papers/ijtsrd30516.pdf Paper Url :https://www.ijtsrd.com/engineering/civil-engineering/30516/study-of-boundary-value-analysis-in-structural-engineering-and-fluid-mechanics-using-homotopy-perturbation/rambha-kumari

This paper presents a focused study on properties of porous concrete to widen its application to structural engineering. Mechanical properties like compressive strength, indirect tensile strength, flexural strength and physical properties like density, permeability and porosity are studied. To determine those parameters, twenty seven cubes, cylinders and prisms were tested. Also, three polymer impregnated porous concrete slabs were tested under pure bending moment to study the efficiency of selected resin to integrate particle of concrete to achieve a new generation in using porous concrete in structural engineering. Three different cement content specimens of porous concrete were considered, studied cement contents are 200 kg m3, 300 kg m3 and 400 kg m3. The results show that, increasing the cement content can increase the compressive strength, indirect tensile strength and flexural strength. Density of porous concrete is less than conventional concrete by 21 but permeability factor recorded higher value compared to conventional concrete by sixteen times. Increasing the cement content has no significant effect on either ultimate load or maximum deflection of polymer impregnated porous concrete slabs but the results recorded an achievement to use this concrete in structural engineering applications and give an easy way to cast special concrete like polymer concrete without special tools. Rambha Kumari "Study of Boundary Value Analysis in Structural Engineering and Fluid Mechanics using Homotopy Perturbation" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-3 , April 2020, URL: https://www.ijtsrd.com/papers/ijtsrd30516.pdf Paper Url :https://www.ijtsrd.com/engineering/civil-engineering/30516/study-of-boundary-value-analysis-in-structural-engineering-and-fluid-mechanics-using-homotopy-perturbation/rambha-kumari

This paper presents a focused study on properties of porous concrete to widen its application to structural engineering. Mechanical properties like compressive strength, indirect tensile strength, flexural strength and physical properties like density, permeability and porosity are studied. To determine those parameters, twenty seven cubes, cylinders and prisms were tested. Also, three polymer impregnated porous concrete slabs were tested under pure bending moment to study the efficiency of selected resin to integrate particle of concrete to achieve a new generation in using porous concrete in structural engineering. Three different cement content specimens of porous concrete were considered, studied cement contents are 200 kg m3, 300 kg m3 and 400 kg m3. The results show that, increasing the cement content can increase the compressive strength, indirect tensile strength and flexural strength. Density of porous concrete is less than conventional concrete by 21 but permeability factor recorded higher value compared to conventional concrete by sixteen times. Increasing the cement content has no significant effect on either ultimate load or maximum deflection of polymer impregnated porous concrete slabs but the results recorded an achievement to use this concrete in structural engineering applications and give an easy way to cast special concrete like polymer concrete without special tools. Rambha Kumari "Study of Boundary Value Analysis in Structural Engineering and Fluid Mechanics using Homotopy Perturbation" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-3 , April 2020, URL: https://www.ijtsrd.com/papers/ijtsrd30516.pdf Paper Url :https://www.ijtsrd.com/engineering/civil-engineering/30516/study-of-boundary-value-analysis-in-structural-engineering-and-fluid-mechanics-using-homotopy-perturbation/rambha-kumari

This paper presents a focused study on properties of porous concrete to widen its application to structural engineering. Mechanical properties like compressive strength, indirect tensile strength, flexural strength and physical properties like density, permeability and porosity are studied. To determine those parameters, twenty seven cubes, cylinders and prisms were tested. Also, three polymer impregnated porous concrete slabs were tested under pure bending moment to study the efficiency of selected resin to integrate particle of concrete to achieve a new generation in using porous concrete in structural engineering. Three different cement content specimens of porous concrete were considered, studied cement contents are 200 kg m3, 300 kg m3 and 400 kg m3. The results show that, increasing the cement content can increase the compressive strength, indirect tensile strength and flexural strength. Density of porous concrete is less than conventional concrete by 21 but permeability factor recorded higher value compared to conventional concrete by sixteen times. Increasing the cement content has no significant effect on either ultimate load or maximum deflection of polymer impregnated porous concrete slabs but the results recorded an achievement to use this concrete in structural engineering applications and give an easy way to cast special concrete like polymer concrete without special tools. Rambha Kumari "Study of Boundary Value Analysis in Structural Engineering and Fluid Mechanics using Homotopy Perturbation" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-3 , April 2020, URL: https://www.ijtsrd.com/papers/ijtsrd30516.pdf Paper Url :https://www.ijtsrd.com/engineering/civil-engineering/30516/study-of-boundary-value-analysis-in-structural-engineering-and-fluid-mechanics-using-homotopy-perturbation/rambha-kumari

From case: Professional Engineering Development (Civil Engineering 402, U.S. Air Force Academy) vv.312 & 313: Fluid Mechanics, parts 3 & 4 TA 155 P7 v.312 28306

From case: Professional Engineering Development (Civil Engineering 402, U.S. Air Force Academy) vv.312 & 313: Fluid Mechanics, parts 3 & 4 TA 155 P7 v.312 28306

From case: Professional Engineering Development (Civil Engineering 402, U.S. Air Force Academy) vv.312 & 313: Fluid Mechanics, parts 3 & 4 TA 155 P7 v.312 28306

From case: Professional Engineering Development (Civil Engineering 402, U.S. Air Force Academy) vv.312 & 313: Fluid Mechanics, parts 3 & 4 TA 155 P7 v.312 28306

From case: Professional Engineering Development (Civil Engineering 402, U.S. Air Force Academy) vv.312 & 313: Fluid Mechanics, parts 3 & 4 TA 155 P7 v.312 28306

From case: Professional Engineering Development (Civil Engineering 402, U.S. Air Force Academy) vv.312 & 313: Fluid Mechanics, parts 3 & 4 TA 155 P7 v.312 28306

Lectures from the National Programme on Technology Enhanced Learning - Mechanical Engineering - Fluid Mechanics

Fluid mechanics

Includes bibliographies and index

Previous editions published under title: Hydraulics

Lectures from the National Programme on Technology Enhanced Learning - Civil Engineering - Fluid Mechanics

Lectures from the National Programme on Technology Enhanced Learning - Civil Engineering - Fluid Mechanics

Lectures from the National Programme on Technology Enhanced Learning - Civil Engineering - Fluid Mechanics

Lectures from the National Programme on Technology Enhanced Learning - Chemical Engineering - Fluid Mechanics

Lectures from the National Programme on Technology Enhanced Learning - Chemical Engineering - Fluid Mechanics

Lectures from the National Programme on Technology Enhanced Learning - Chemical Engineering - Fluid Mechanics

Lectures from the National Programme on Technology Enhanced Learning - Chemical Engineering - Fluid Mechanics

Lectures from the National Programme on Technology Enhanced Learning - Chemical Engineering - Fluid Mechanics

Includes bibliographical references and index

Book Source: Digital Library of India Item 2015.169701 dc.contributor.author: Hugh L. Dryden dc.date.accessioned: 2015-07-07T02:09:24Z dc.date.available: 2015-07-07T02:09:24Z dc.date.digitalpublicationdate: 2004-07-08 dc.date.citation: 1941 dc.identifier: RMSC, IIIT-H dc.identifier.barcode: 2999990041545 dc.identifier.origpath: /data/upload/0041/550 dc.identifier.copyno: 1 dc.identifier.uri: http://www.new.dli.ernet.in/handle/2015/169701 dc.description.numberedpages: 146 dc.description.numberedpages: 14 dc.description.scanningcentre: RMSC, IIIT-H dc.description.main: 1 dc.description.tagged: 0 dc.description.totalpages: 160 dc.format.mimetype: application/pdf dc.language.iso: English dc.publisher.digitalrepublisher: Universal Digital Library dc.publisher: University Of Pennsylvania Press dc.rights: Copyright Protected dc.title: Fluid Mechanics And Statistical Methods In Engineering dc.rights.holder: University Of Pennsylvania Press

Book Source: Digital Library of India Item 2015.169701 dc.contributor.author: Hugh L. Dryden dc.date.accessioned: 2015-07-07T02:09:24Z dc.date.available: 2015-07-07T02:09:24Z dc.date.digitalpublicationdate: 2004-07-08 dc.date.citation: 1941 dc.identifier: RMSC, IIIT-H dc.identifier.barcode: 2999990041545 dc.identifier.origpath: /data/upload/0041/550 dc.identifier.copyno: 1 dc.identifier.uri: http://www.new.dli.ernet.in/handle/2015/169701 dc.description.numberedpages: 146 dc.description.numberedpages: 14 dc.description.scanningcentre: RMSC, IIIT-H dc.description.main: 1 dc.description.tagged: 0 dc.description.totalpages: 160 dc.format.mimetype: application/pdf dc.language.iso: English dc.publisher.digitalrepublisher: Universal Digital Library dc.publisher: University Of Pennsylvania Press dc.rights: Copyright Protected dc.title: Fluid Mechanics And Statistical Methods In Engineering dc.rights.holder: University Of Pennsylvania Press

Includes bibliographies and index

428pg

428pg

428pg

0

Book Source: Digital Library of India Item 2015.14958 dc.contributor.author: Hunsaker J. C. dc.contributor.author: Rightmire B. G. dc.date.accessioned: 2015-06-23T22:59:59Z dc.date.available: 2015-06-23T22:59:59Z dc.date.digitalpublicationdate: 2006-11-17 dc.date.citation: 1947 dc.identifier: Librarian, Bits-Pilani dc.identifier.barcode: 99999990159804 dc.identifier.origpath: /data1/upload/0014/508 dc.identifier.copyno: 1 dc.identifier.uri: http://www.new.dli.ernet.in/handle/2015/14958 dc.description.scanningcentre: C-DAC, Noida dc.description.main: 1 dc.description.tagged: 0 dc.description.totalpages: 508 dc.format.mimetype: application/pdf dc.language.iso: English dc.publisher.digitalrepublisher: Digital Library Of India dc.publisher: Mcgraw-hill Book Company Inc., New York And London dc.rights: Mcgraw-hill Book Company Inc. dc.source.library: Central Library, Bits- Pilani dc.subject.classification: Natural Sciences dc.title: Engineering Applications Of Fluid Mechanics

Book Source: Digital Library of India Item 2015.14958 dc.contributor.author: Hunsaker J. C. dc.contributor.author: Rightmire B. G. dc.date.accessioned: 2015-06-23T22:59:59Z dc.date.available: 2015-06-23T22:59:59Z dc.date.digitalpublicationdate: 2006-11-17 dc.date.citation: 1947 dc.identifier: Librarian, Bits-Pilani dc.identifier.barcode: 99999990159804 dc.identifier.origpath: /data1/upload/0014/508 dc.identifier.copyno: 1 dc.identifier.uri: http://www.new.dli.ernet.in/handle/2015/14958 dc.description.scanningcentre: C-DAC, Noida dc.description.main: 1 dc.description.tagged: 0 dc.description.totalpages: 508 dc.format.mimetype: application/pdf dc.language.iso: English dc.publisher.digitalrepublisher: Digital Library Of India dc.publisher: Mcgraw-hill Book Company Inc., New York And London dc.rights: Mcgraw-hill Book Company Inc. dc.source.library: Central Library, Bits- Pilani dc.subject.classification: Natural Sciences dc.title: Engineering Applications Of Fluid Mechanics

This paper describes two parallel efforts that attempt to implement a new approach to the teaching of thermal fluids engineering. In one setting, at the Massachusetts Institute of Technology (MIT), the subject matter is integrated into a single year-long subject at the introductory level. In the second setting, at Victoria (British Columbia, Canada), the design-oriented approach is used in the traditional separated presentation at a more advanced level where the material is focused on heat transfer. In both cases, the subject concludes with a design project that synthesizes the subject matter in the context of a real application. It is concluded that the students are much more engaged, develop a greater sense of accomplishment, and are much more capable of analyzing complex problems. (SAH)

This paper describes two parallel efforts that attempt to implement a new approach to the teaching of thermal fluids engineering. In one setting, at the Massachusetts Institute of Technology (MIT), the subject matter is integrated into a single year-long subject at the introductory level. In the second setting, at Victoria (British Columbia, Canada), the design-oriented approach is used in the traditional separated presentation at a more advanced level where the material is focused on heat transfer. In both cases, the subject concludes with a design project that synthesizes the subject matter in the context of a real application. It is concluded that the students are much more engaged, develop a greater sense of accomplishment, and are much more capable of analyzing complex problems. (SAH)

"Mechanics" and "Fluids" are familiar concepts for any newly-registered engineering student. However, when combined into the term "Fluid Mechanics", students are thrust into the great unknown. The present article demonstrates the process of adaptation employed by the Fluid Mechanics course in the undergraduate engineering program, along with the teaching methodology, teaching materials and results obtained, evaluating the final objective in terms of student satisfaction and level of learning.