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An electric motor is used to rotate the ball mill. As the ball mill rotates, the balls stick to the inner surface of the drum due to the centrifugal force created within the drum. At a certain angle, the weight of the balls overcomes the centrifugal force holding them against the drum and they begin to tumble back to the centre line of the ball mill (this area is known as the toe). In this manner, the ore is reduced in size by both attrition (ore rubbing against other bits of ore) and impact (balls impacting with the ore)

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II. Complete systems, with computer included. These systems are shipped with the Imago software and the data acquisition card installed. They are ready for immediate use. Impact-Echo Test System (type A or B above) with Toshiba Tecra 510CDT notebook computer and Toshiba Desk Station V (docking station). (Only three remaining.) Demo Program A file named "demozip.exe" (1.3MB) which contains two demo programs is available for download [3]: (1) an animated simulation of the propagation and reflection of impact-generated stress waves in a concrete slab, which explains the physical principles of impact-echo; and (2) an introduction to the organization and use of Imago software -- the software used with Impact-Echo Test Systems manufactured by Impact-Echo Instruments, LLC. Applications When properly used, the impact-echo method has achieved unparalleled success in locating flaws and defects in highway pavements, bridges, buildings, tunnels, dams, piers, sea walls and many other types of structures. It can also be used to measure the thickness of concrete slabs (pavements, floors, walls, etc.) with an accuracy of 3 percent or better. Impact-echo is not a "black-box" system that can perform blind tests on concrete and masonry structures and always tell what is inside. The method is used most successfully to identify and quantify suspected problems within a structure, in quality control applications (such as measuring the thickness of highway pavements) and in preventive maintenance programs (such as routine evaluation of bridge decks to detect delaminations). In each of these situations, impact-echo testing has a focused objective, such as locating cracks, voids or delaminations, determining the thickness of concrete slabs or checking a post-tensioned structure for voids in the grouted tendon ducts. Experience has shown that an understanding of the physical principles of the impact-echo method and information about the structure being tested are both necessary for successful field work. Case Studies The following case studies illustrate how the impact-echo method and instrument can be used as a condition assessment tool for an engineer involved in evaluation of concrete structures. (One or both of the authors were involved in each of the investigations discussed, often working with the consultant or agency responsible for structural evaluation and repair.) Each of the cases presented includes a description of the structure and the problems to be diagnosed. The role of impact-echo is discussed, and the results of impact-echo testing are summarized. A statement about how the impactecho results were verified is given. Case Study 1: Cracking in Deck of Reinforced Concrete Railway Bridge, Denmark. Problem: Structural cracking due to alkali-aggregate reaction in 1-m thick reinforced deck of railway bridge. Results: Impact-Echo tests detected horizontal cracking at mid-depth over entire span. Verification: Cores (and mode of failure during demolition). Outcome: Bridge judged unsafe and demolished. When first hit with wrecking ball, lower half of deck separated almost as one piece, and fell to the ground. Case Study 2: Testing the Integrity of Tunnel Walls in the Los Angeles County Subway System, California. [4] Case Study 3: Measuring Thickness of Concrete Pavement in New Highway Test Section, Arizona. Problem: Determine thickness of new highway pavements placed on different sub-bases, including aggregate, permeable asphalt, and lean concrete. Results: Independent measurements of wave speed were used with impact-echo tests to measure thickness at eight locations. Verification: Cores Outcome: Uncertainties in measured thickness were 1% for pavement on lean concrete sub-base, 2% for asphalt sub-base, and 3% for aggregate sub-base. Results contributed to preparation of new ASTM Standard entitled, "Standard Test Method for Measuring the P-Wave Speed and the Thickness of Concrete Plates Using the Impact-Echo Method", approved by ASTM in December 1997. Case Study 4: Locating Voids in Grouted Tendon Ducts of a Post-Tensioned Highway Bridge, Northeastern USA. Problem: Identify areas where there are full or partial voids in the tendon ducts in post-tensioned bridge girders. Results: In a preliminary test, Impact-Echo identified areas of full or partial voids in three of fourteen girders tested Verification: Tendon ducts were opened and inspected. Photo (above right) shows duct identified by impact-echo as ungrouted. Outcome: Impact-Echo used to locate voids in grouted tendon ducts throughout the bridge. Empty and partial grouted ducts re-grouted. Case Study 5: Identifying Weakened Panels in a 7.5-mile Concrete Seawall at Marina Del Rey, Los Angeles, California. [5] Case Study 6: Impact-Echo Replaces Coring for Routine Testing and Evaluation of Concrete Pavements, South Dakota. [6] Case Study 7: Delaminations in Concrete Bridge Deck with Asphalt Overlay, New York State, USA. Problem: Delaminations due to corrosion of reinforcing steel in 200 mm thick concrete deck with 100 mm asphalt overlay. Results: Impact-Echo identified extensive areas of delamination at top layer of reinforcing steel. Verification: Cores Outcome: Concrete deck repaired and new asphalt overlay applied. Case Study 8: Cracking in Beams and Columns of Parking Garage, New York State. Problem: Cracking in columns and at flange-web intersections of T-beams, due to asymmetrical design and loading. Results: Impact-Echo identified cracks at flange-web intersections in certain T-beam configurations, determined extend of cracking in columns, and confirmed that solid cores existed in some cracked columns. Verification: Expansion joints in slabs removed to expose cracks in T-Beams. Outcome: Impact-Echo test results used to design and implement comprehensive repairs. Case Study 9: Locating Hidden Headers Behind Masonry Facade of 13-Story Building, New York City. Problem: How to locate hidden headers behind brick facing. No headers found where portions facing had fallen away from building, but invasive examination verified the presence of headers in other areas Results: Impact-Echo was used in exploratory tests to determine presence or absence of hidden headers. Verification: Brick facing removed in test areas to verify impact-echo results. Outcome: Impact-Echo tests were 100% accurate in locating headers. The method was recommended as part of testing and rehabilitation program for the building facade. Some more examples of applications : Contents: 1. Introduction 2. Development of the Method 3. Stress Waves 4. Waveforms 5. Frequency Analysis 6. Digital Signals 7. Wave Speed 8. Plate Thickness 9. Cracks and Voids in Plates 10. Shallow Delaminations 11. Unconsolidated Concrete 12. Surface-Opening Cracks 13. Plates in Contact With Soils 14. Plates Containing Two Layers 15. Bond Quality at Internal Interfaces 16. Plates With Asphalt Overlays 17. Steel Reinforcing Bars 18. Bonded Post-Tensioning Tendons 19. Hollow Cylinders 20. Mine Shaft and Tunnel Liners 21. Circular and Square Cross Sections 22. Rectangular Cross Sections 23. Masonry 24. Field Testing Impact-Echo: The Book Bullbrier Press announces the publication of the first book devoted entirely to the impact-echo method: Impact-Echo: Nondestructive Evaluation of Concrete and Masonry by Mary J. Sansalone and William B. Streett (1997) 339 pp.[7] This book draws together all available knowledge and information about the impact-echo method and presents it in a concise and logical format. This information has previously been available only in technical reports and journal articles published between 1986 and 1997. Following a brief introduction and review of the development of the method, five chapters are devoted to the physical and mathematical principles on which impact-echo is based, followed by seventeen chapters on applications and case studies. The case studies include photographs, drawings and impact-echo results from field tests on a wide variety of concrete and masonry structures. References Impact-Echo Instruments Homepage (1 - 48) References of the Book Impact-Echo Download Impact-Echo Demo Case Study 2: Office of Technology Assessment of the Federal Highway Administration (FHWA) Case Study 5: Office of Technology Assessment of the Federal Highway Administration (FHWA) Case Study 6: Office of Technology Assessment of the Federal Highway Administration (FHWA) The Book Impact-Echo About the Authors Professor Mary J. Sansalone1 (PhD, Cornell) is the principal inventor of the impact-echo method, and a leading authority on the use of transient stress waves for nondestructive evaluation of heterogeneous materials. She has received numerous awards for research and teaching, including the Wason Medal for Materials Research from the American Concrete Institute, a Weiss Presidential Fellowship from Cornell University, and the U.S. Professor of the Year Award from the Council for Advancement and Support of Education (CASE) and the Carnegie Foundation. She shares a patent with one of her former graduate students for a portable, computer-operated system for impact-echo testing in the field. Email: [email protected] Homepage: http://www.engr.cornell.edu/cee/Sansalone.html William B. Streett (PhD, University of Michigan) is the President of Impact-Echo Instruments, LLC, a company that manufactures and markets impact-echo test equipment. He is a graduate of the U.S. Military Academy at West Point, New York, where he was a member of the faculty for 15 years. He was a member of the faculty of Cornell University from 1978-95, and was Dean of Engineering from 1984-93. In addition to his work on the impact-echo method, his expertise includes computer simulations of molecular liquids and experimental studies of fluids at extremes of pressure and temperature. He conducted research at Oxford University under a NATO Fellowship, and later under a Guggenheim Fellowship. He is the author of the software that is used with the impact-echo field unit manufactured by his company. Email: [email protected] Homepage of Impact-Echo Instruments: http://www.impact-echo.com/ 1 Mary J. Sansalone is a Professor of Civil Engineering at Cornell University in Ithaca, New York. She has no involvement with commercialization of impact-echo, or with the company, Impact-Echo Instruments, LLC, mentioned in this paper. |Top | |NDTnet| Copyright 1. Febr 1998 Rolf Diederichs, AWS D1.1 ASME B31.1 ASME B31.3 ASME A17.1 ASME Y14.5 AGA XQ0701 XQ0701 ASHRAE 62.1 ashrae 90.1 API 1104 API Std 1104 aashto green book /DB:Article /AU:Sansalone_M_J /AU:Streett_W_B /CN:US /CT:UT /CT:impact-echo /CT:civil /ED:1998-02

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Shanghai Tiger Crusher Mining Machinery Co., Ltd. is the top domestic crushing screening milling equipment manufacturers. The product mainly includes crushing equipment (cone crusher, reaction type crushing, impact crusher, jaw crusher, mobile crushing station), flour milling equipment (hung high pressure roller mill , American industrial grinder, ultra fine mill, ball mill), etc

II. Complete systems, with computer included. These systems are shipped with the Imago software and the data acquisition card installed. They are ready for immediate use. Impact-Echo Test System (type A or B above) with Toshiba Tecra 510CDT notebook computer and Toshiba Desk Station V (docking station). (Only three remaining.) Demo Program A file named "demozip.exe" (1.3MB) which contains two demo programs is available for download [3]: (1) an animated simulation of the propagation and reflection of impact-generated stress waves in a concrete slab, which explains the physical principles of impact-echo; and (2) an introduction to the organization and use of Imago software -- the software used with Impact-Echo Test Systems manufactured by Impact-Echo Instruments, LLC. Applications When properly used, the impact-echo method has achieved unparalleled success in locating flaws and defects in highway pavements, bridges, buildings, tunnels, dams, piers, sea walls and many other types of structures. It can also be used to measure the thickness of concrete slabs (pavements, floors, walls, etc.) with an accuracy of 3 percent or better. Impact-echo is not a "black-box" system that can perform blind tests on concrete and masonry structures and always tell what is inside. The method is used most successfully to identify and quantify suspected problems within a structure, in quality control applications (such as measuring the thickness of highway pavements) and in preventive maintenance programs (such as routine evaluation of bridge decks to detect delaminations). In each of these situations, impact-echo testing has a focused objective, such as locating cracks, voids or delaminations, determining the thickness of concrete slabs or checking a post-tensioned structure for voids in the grouted tendon ducts. Experience has shown that an understanding of the physical principles of the impact-echo method and information about the structure being tested are both necessary for successful field work. Case Studies The following case studies illustrate how the impact-echo method and instrument can be used as a condition assessment tool for an engineer involved in evaluation of concrete structures. (One or both of the authors were involved in each of the investigations discussed, often working with the consultant or agency responsible for structural evaluation and repair.) Each of the cases presented includes a description of the structure and the problems to be diagnosed. The role of impact-echo is discussed, and the results of impact-echo testing are summarized. A statement about how the impactecho results were verified is given. Case Study 1: Cracking in Deck of Reinforced Concrete Railway Bridge, Denmark. Problem: Structural cracking due to alkali-aggregate reaction in 1-m thick reinforced deck of railway bridge. Results: Impact-Echo tests detected horizontal cracking at mid-depth over entire span. Verification: Cores (and mode of failure during demolition). Outcome: Bridge judged unsafe and demolished. When first hit with wrecking ball, lower half of deck separated almost as one piece, and fell to the ground. Case Study 2: Testing the Integrity of Tunnel Walls in the Los Angeles County Subway System, California. [4] Case Study 3: Measuring Thickness of Concrete Pavement in New Highway Test Section, Arizona. Problem: Determine thickness of new highway pavements placed on different sub-bases, including aggregate, permeable asphalt, and lean concrete. Results: Independent measurements of wave speed were used with impact-echo tests to measure thickness at eight locations. Verification: Cores Outcome: Uncertainties in measured thickness were 1% for pavement on lean concrete sub-base, 2% for asphalt sub-base, and 3% for aggregate sub-base. Results contributed to preparation of new ASTM Standard entitled, "Standard Test Method for Measuring the P-Wave Speed and the Thickness of Concrete Plates Using the Impact-Echo Method", approved by ASTM in December 1997. Case Study 4: Locating Voids in Grouted Tendon Ducts of a Post-Tensioned Highway Bridge, Northeastern USA. Problem: Identify areas where there are full or partial voids in the tendon ducts in post-tensioned bridge girders. Results: In a preliminary test, Impact-Echo identified areas of full or partial voids in three of fourteen girders tested Verification: Tendon ducts were opened and inspected. Photo (above right) shows duct identified by impact-echo as ungrouted. Outcome: Impact-Echo used to locate voids in grouted tendon ducts throughout the bridge. Empty and partial grouted ducts re-grouted. Case Study 5: Identifying Weakened Panels in a 7.5-mile Concrete Seawall at Marina Del Rey, Los Angeles, California. [5] Case Study 6: Impact-Echo Replaces Coring for Routine Testing and Evaluation of Concrete Pavements, South Dakota. [6] Case Study 7: Delaminations in Concrete Bridge Deck with Asphalt Overlay, New York State, USA. Problem: Delaminations due to corrosion of reinforcing steel in 200 mm thick concrete deck with 100 mm asphalt overlay. Results: Impact-Echo identified extensive areas of delamination at top layer of reinforcing steel. Verification: Cores Outcome: Concrete deck repaired and new asphalt overlay applied. Case Study 8: Cracking in Beams and Columns of Parking Garage, New York State. Problem: Cracking in columns and at flange-web intersections of T-beams, due to asymmetrical design and loading. Results: Impact-Echo identified cracks at flange-web intersections in certain T-beam configurations, determined extend of cracking in columns, and confirmed that solid cores existed in some cracked columns. Verification: Expansion joints in slabs removed to expose cracks in T-Beams. Outcome: Impact-Echo test results used to design and implement comprehensive repairs. Case Study 9: Locating Hidden Headers Behind Masonry Facade of 13-Story Building, New York City. Problem: How to locate hidden headers behind brick facing. No headers found where portions facing had fallen away from building, but invasive examination verified the presence of headers in other areas Results: Impact-Echo was used in exploratory tests to determine presence or absence of hidden headers. Verification: Brick facing removed in test areas to verify impact-echo results. Outcome: Impact-Echo tests were 100% accurate in locating headers. The method was recommended as part of testing and rehabilitation program for the building facade. Some more examples of applications : Contents: 1. Introduction 2. Development of the Method 3. Stress Waves 4. Waveforms 5. Frequency Analysis 6. Digital Signals 7. Wave Speed 8. Plate Thickness 9. Cracks and Voids in Plates 10. Shallow Delaminations 11. Unconsolidated Concrete 12. Surface-Opening Cracks 13. Plates in Contact With Soils 14. Plates Containing Two Layers 15. Bond Quality at Internal Interfaces 16. Plates With Asphalt Overlays 17. Steel Reinforcing Bars 18. Bonded Post-Tensioning Tendons 19. Hollow Cylinders 20. Mine Shaft and Tunnel Liners 21. Circular and Square Cross Sections 22. Rectangular Cross Sections 23. Masonry 24. Field Testing Impact-Echo: The Book Bullbrier Press announces the publication of the first book devoted entirely to the impact-echo method: Impact-Echo: Nondestructive Evaluation of Concrete and Masonry by Mary J. Sansalone and William B. Streett (1997) 339 pp.[7] This book draws together all available knowledge and information about the impact-echo method and presents it in a concise and logical format. This information has previously been available only in technical reports and journal articles published between 1986 and 1997. Following a brief introduction and review of the development of the method, five chapters are devoted to the physical and mathematical principles on which impact-echo is based, followed by seventeen chapters on applications and case studies. The case studies include photographs, drawings and impact-echo results from field tests on a wide variety of concrete and masonry structures. References Impact-Echo Instruments Homepage (1 - 48) References of the Book Impact-Echo Download Impact-Echo Demo Case Study 2: Office of Technology Assessment of the Federal Highway Administration (FHWA) Case Study 5: Office of Technology Assessment of the Federal Highway Administration (FHWA) Case Study 6: Office of Technology Assessment of the Federal Highway Administration (FHWA) The Book Impact-Echo About the Authors Professor Mary J. Sansalone1 (PhD, Cornell) is the principal inventor of the impact-echo method, and a leading authority on the use of transient stress waves for nondestructive evaluation of heterogeneous materials. She has received numerous awards for research and teaching, including the Wason Medal for Materials Research from the American Concrete Institute, a Weiss Presidential Fellowship from Cornell University, and the U.S. Professor of the Year Award from the Council for Advancement and Support of Education (CASE) and the Carnegie Foundation. She shares a patent with one of her former graduate students for a portable, computer-operated system for impact-echo testing in the field. Email: [email protected] Homepage: http://www.engr.cornell.edu/cee/Sansalone.html William B. Streett (PhD, University of Michigan) is the President of Impact-Echo Instruments, LLC, a company that manufactures and markets impact-echo test equipment. He is a graduate of the U.S. Military Academy at West Point, New York, where he was a member of the faculty for 15 years. He was a member of the faculty of Cornell University from 1978-95, and was Dean of Engineering from 1984-93. In addition to his work on the impact-echo method, his expertise includes computer simulations of molecular liquids and experimental studies of fluids at extremes of pressure and temperature. He conducted research at Oxford University under a NATO Fellowship, and later under a Guggenheim Fellowship. He is the author of the software that is used with the impact-echo field unit manufactured by his company. Email: [email protected] Homepage of Impact-Echo Instruments: http://www.impact-echo.com/ 1 Mary J. Sansalone is a Professor of Civil Engineering at Cornell University in Ithaca, New York. She has no involvement with commercialization of impact-echo, or with the company, Impact-Echo Instruments, LLC, mentioned in this paper. |Top | |NDTnet| Copyright 1. Febr 1998 Rolf Diederichs, AWS D1.1 ASME B31.1 ASME B31.3 ASME A17.1 ASME Y14.5 AGA XQ0701 XQ0701 ASHRAE 62.1 ashrae 90.1 API 1104 API Std 1104 aashto green book /DB:Article /AU:Sansalone_M_J /AU:Streett_W_B /CN:US /CT:UT /CT:impact-echo /CT:civil /ED:1998-02

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Sep 06, 2018 The jaw crusher is also called tiger mouth. Pakistan jaw crusher is widely used to crush medium sized granularity of different ores and bully materials with compressive strength less than 250Mpa in mining, metallurgy, building materials, highway

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