The sound generated by a transverse impact of a ball on a circular

Size: px
Start display at page:

Download "The sound generated by a transverse impact of a ball on a circular"

Transcription

1 J. Acoust. Soc. Jpn. (E) 1, 2 (1980) The sound generated by a transverse impact of a ball on a circular plate Toshio Takahagi*, Masayuki Yokoi*, and Mikio Nakai** *Junior College of Osaka Industrial University, Daito, Osaka, 574 Japan **Department of Precision Mechanics, Kyoto University, Kyoto, 606 Japan (Received 19 June 1979) The purpose of this investigation is to get a fundamental theory for the reduction of impact noise. The sound caused by the impact of a ball on a relatively thin circular plate clamped at its edge was investigated experimentally and theoretically and the theoretical results almost agreed with the experimental results. The impact sound in this paper is due to the forced vibration of the plate. The forced vibration problem was solved with consideration of the damping of the plate and Hertz's contact theory was also introduced to analyze the impact phenomenon. The impact force was calculated by the small increment method and the sound pressure was calculated by assuming that the point sources were distributed all over the plate surface. The influence of both impact duration and maximum impact force on the impact sound were investigated and it was found that the impact sound pressure level depends on the amplitude of the impact force histories and the frequency components of the impact sound pressure depend on the impact duration. PACS number: r 1. INTRODUCTION There are many cases in which impact phenomena cause machine noise. We can easily find examples of machine noise such as when the parts of a machine structure collide with each other in the process of movement. The noises from machines which utilize impact phenomena such as pile drivers, forming machines and punch presses cause serious problems. To control these noises, noise insulation methods are usually taken which enclose the source of the noise and reduce the radiation of the sound. But the method of controlling noise at its source, which is most effective for reducing noise, is not usually taken. This is because the generating mechanism of impact noise has not been precisely analyzed, and effective methods for reducing noise have not been found. Several studies on impact vibration have been made. Timoshenko1) solved the problem of the transverse impact of a mass on a beam strictly, using the Hertz law of contact and considering the vibration of the beam. The small increment method which he developed to solve the problem is reliable but tedious. Lee2) developed an approximate method that is reliable for problems in which impact energy is absorbed mainly in the fundamental mode of vibration of the beam. Tobe and Kato3) also studied the transverse impact of a mass on a beam by Timoshenko's small increment method using a computer, and he investigated the influence of the mass ratio and the rigidity between the mass and the beam, and also the effect of the size of the beam on the impact. As to the fundamental study of impact noise, 121

2 J. Acoust. Soc. Jpn. (E) 1, 2 (1980) some researchers analyzed the rigid body sound that was caused by the collision of two bodies which are supposed to be nearly rigid, and others analyzed the sound of impacted bodies which were flexible like plates. In the former case, Nishimura and Takahashi4) investigated the collision of two steel balls experimentally and theoretically and showed that the peak sound pressure level was proportional to the impact velocity raised to the 1.2 power and the impact sound was not caused by free vibration, but by the acceleration of the center of gravity of the ball. Koss and Alfredson5) made similar investigations and corroborated the results of Nishimura and Takahashi. Endo et al.6,7) studied the impact noise of a ball on a cylinder and on a freely suspended plate and suggested that the evaluation of the energies in the separate modes of vibration made it possible to decide which of the free vibration sounds and the rigid body sounds are dominant. Akay8) indicated two types of impact sound generation mechanisms for impact on a plate. One is a radiation due to rapid surface deformation, that is, an initial sound pressure pulse due to rapid local deformation of a plate was generated before the radiation from natural modes of the plate occurred. The other is a pseudo-steady-state radiation due to impulsively excited steady state acoustic radiation. And we will call this radiation free vibration sound. In the investigations of free vibration sound, Tokita9,10) conducted a precise experiment on the impact of a sphere on freely suspended plates, and his careful considerations were full of suggestions, but unfortunately no theoretical analysis has been obtained yet. In this paper, a plate was regarded as the most simple element of a machine structure, and to investigate the impact noise generating mechanism precisely, the impact of balls on a plate was analyzed experimentally and theoretically. Usually plates of machine structures are not freely supported but clamped, so we clamped the plate at its edge, and we used a circular plate in order to make vibrational mode analysis easier. The plate which we used was thin in comparison with its radius and modal vibration cannot be ignored when considering impact vibration. The sound from the plate belongs to the free vibration sound. 2. THEORETICAL ANALYSIS Substituting Eq. (7) into Eq. (1), multiplying both

3 T. TAKAHAGI et al.: THE SOUND GENERATED BY A TRANSVERSE IMPACT (8) where Fig. 1 Geometrical impact condition. The impact force applied as a concentrated load is expressed by Dirac delta function. (9) Substituting Eq. (9) into Eq. (8) and solving the resulting equation, we have where (10) (11) (15) 2.2 Numerical Solution of Impact Force The geometrical impact condition when a ball contacts a plate is shown in Fig. 1. The relative (12) Denoting the mass of the ball by m and the initial 123

4 where e is the value for judging convergence. 2.3 Sound Field The sound pressure at any point in the field can be obtained, assuming that the sound source consists of many simple sources and the sound pressure at time t is the sum of the symmetric spherical waves radiated from each simple source at time (t-r/c), where R is a distance from the source and c is the sound speed. When the function S gives the instantaneous value of the total flow of air away from the center of the source, the sound pressure p from the simple source is12) where Substituting Eq. (11) into Eq. (18), we have Substituting the obtained impact force into Eq. (19) and integrating the equation by numerical methods, the impact sound pressure can be calculated. 3. EXPERIMENTAL METHOD Fig. 2 Coordinate system. The arrangement of measuring instruments is illustrated schematically in Fig. 3. The clamped circular plate that was struck by the ball has a diameter of 350mm, and a thickness of 1.95mm and is made of steel. It was clamped with twelve screws by a rigid circular frame to a rigid steel cylinder (25mm in thickness and 400mm in depth) so as to be supported rigidly. Absorption material is

5 T. TAKAHAGI et al.: THE SOUND GENERATED BY A TRANSVERSE IMPACT Fig. 3 Experimental apparatus. packed inside the cylinder and its bottom is covered with a thick steel plate (4mm in thickness) in order to avoid the influence of sound reflection. Therefore, the sound which radiates from the plate corresponds to that of a baffle. The plane of the circular plate is vertical. Two kinds of steel balls (12.7mm, 9.5mm in diameter) and rubber balls (26mm, 22mm in diameter) were used. The ball was hung by a string 1m long and struck the central point of the circular plate like a pendulum. Initial velocity can be changed by adjusting the initial position of the ball. The impact sound was measured at a distance of a 1/2 inch condenser microphone (B& K 4133). Vibrational acceleration was measured with a lightweight vibration pick-up (B& K 4335) attached to the central point of the rear of the plate. The measured signals were transmitted to a magnetic tape recorder (TEAC R500) and were recorded at a tape speed of 60 i. p. s. which could measure frequencies up to 20kHz. The waveforms of signals were reproduced by a photo recorder. The signals are digitalized by an A-D converter, and the frequency spectra of the signals are obtained by using a Fourier transform computer program. The damping coefficients K at each natural frequency of the plate were obtained by observing the variation of the level of the peak frequency at timed intervals in the spectrum of vibrational accelaration. An electrical circuit is completed when the ball contacts the plate; this is used to measure the contact duration. This method can only be applied to the steel ball's impact. 4. RESULTS AND CONSIDERATIONS 4.1 Experimental Results In order to investigate impact sound as a kind of noise, the frequency range of both the vibrational acceleration and the sound pressure is taken up to 20kHz. In the experiments, only circular nodal line modes of the plate could be generated because the impact point was at the center of the plate. According to the calculation of the natural frequencies of the plate, eleven circular nodal line modes are included in the frequency range up to 20kHz. Figure 4 shows waveforms of the sound pressure and vibrational acceleration when a steel ball (12.7mm in diameter) and a rubber ball (22mm in diameter) struck the center of the plate at a velocity of 120cm/s. In this figure the frequency spectra of vibrational acceleration are also shown in the frequency range up to 20kHz ((n, s): n shows the number of nodal diameters and s shows the number of circular nodal lines). There is little difference in mass between the two balls. When the steel ball strikes the plate, the frequency components contain the natural frequencies of all modes in the frequency range up to 20kHz, and the sound pressure level is much higher than that of the rubber ball. When the rubber ball strikes the plate, the frequency components consist of almost solely (0, 1) and (0, 2) mode. Figure 5 represents the relation between the peak sound pressure level and the momentum when different kinds of balls strike the plate. The peak sound pressure level is measured from the waveform reproduced by the photo recorder, and that level of the steel ball is a little lower than the level measured by an amplifier's (B& K 2606) peak hold meter. This phenomenon suggests that the frequency components contain frequencies higher than 20 khz in fact. But in this case we consider the frequency range of impact sound only up to 20kHz. Consequently, it is reasonable that we use the level measured from the waveform. From Fig. 5, it is found that even if balls have the same momentum, peak sound pressure levels differ according to materials, and for balls of the same material the less the mass of the ball, the higher the levels become. The peak sound pressure level is proportional to the momentum of the ball when the same ball in both size and material is used to strike the plate.

6 J. Acoust. Soc. Jpn. (E) 1, 2 (1980) Fig. 4 Waveforms and frequency spectra (experimental results). Fig. 5 Relation between peak sound pressure level and momentum. In general, the vibrational acceleration damps exponentially if the vibrational acceleration level decreases linearly with time. From the frequency spectra of the vibrational acceleration at timed Fig. 6 Relation between damping coefficient and frequency. intervals, it is found that the amplitude of the peak frequency decreases almost linearly with time. Thus, the damping coefficient at each natural frequency can be calculated. These results are plotted in Fig. 6. The relation between the damping 126

7 T. TAKAHAGI et al.: THE SOUND GENERATED BY A TRANSVERSE IMPACT coefficient and frequency can be approximated by the curve shown in Fig. 6 and we calculated the impact force and the sound pressure in the next section by using the damping coefficients obtained from this curve. 4.2 Calculation Results and Considerations The impact force histories Let us calculate the impact force histories by the small increment method under the same conditions as shown in Fig. 4. That is, a steel ball (12.7 mm in diameter) and a rubber ball (22mm in diameter) strike the plate at a speed of 120cm/s. In calculation ƒã is 10-3 and the small time increment t is ~T1 for a steel ball and ~T1 for a rubber ball. Here, T1 is the period of (0,1) mode of the plate, 6.23ms, and no nodal diameter modes are considered because the impact point is at the center of the circular plate. The decision whether or not it is permissible to neglect the effect of the higher modes of the vibration of the plate is important. Figure 7 shows the impact force histories of the steel ball calculated under consideration of several modes. It is found that the more the influence of high frequency vibrational modes is considered, the smaller the impact force becomes. But it may be said that the maximum value of impact force Pmax, the duration of the impact T, and its shape are scarcely effected by the higher modes over the 20th. For the transverse impact of a mass on a beam, Tobe and Kato3) indicated that the influence of high Figure 8 shows the calculated impact force for the rubber ball's impact. Here, impact force which was calculated above the 11th mode is not shown because there is no change in the shape of the impact force beyond the 11th mode. There is little difference in mass between two balls, but ƒ of the rubber ball is much lower than that of the steel ball. In comparison with Fig. 7, first, the steel ball's impact force history which is calculated by considering the vibrational modes up to the 20th shows a characteristic figure; it rises sharply and decreases gradually, contrary to the symmetric shape of the rubber ball's impact force. Secondly for the rubber ball, T is much longer, Pmax is much smaller, and the influence of the vibrational modes on T and Pmax seems to be minimal. Therefore we may say as follows. The impact force history of the rubber ball seems to be determined by contact deformation and to be hardly influenced by the modal vibration of the plate. Also, the damping coefficients as shown in Fig. 7 Impact force histories of the steel ball by the small increment method. Fig. 8 Impact force histories of the rubber ball by the small increment method.

8

9 T. TAKAHAGI et al.: THE SOUND GENERATED BY A TRANSVERSE IMPACT lated by this procedure are almost similar to those calculated by considering the vibrational modes up to the 11th mode. Therefore, the vibrational modes up to the 11th circular nodal line mode and damping coefficients as shown in Fig. 6, are considered in actual calculations. In the case of the steel ball, theoretical waveforms almost agree with experimental waveforms. For the rubber ball, the initial peak rises higher than that of the experimental waveform and the waveform has a different tendency from the experimental waveform. Modes higher than the third circular nodal line mode are not generated in the frequency spectrum of Fig. 4. The waveform considered up to the third circular nodal line mode is shown in Fig. 10, and this almost agrees with the experimental waveform. From these results, it can be predicted that another mechanism restrains the modal vibration of high frequencies besides the impact duration and damping coefficients of the plate. This may be due to the damping of the ball itself. Figure 11 shows the calculated results of sound pressure waveforms without damping. For the steel ball, the sound pressure level becomes higher and the shape of the waveform changes if damping coefficients are not considered. However, for the rubber ball, the waveform which includes the modes to the third mode without damping has little difference in shape and magnitude from those with damping because the damping coefficients are small in low modes The effect of the initial velocity on both the impact force and the peak sound pressure level The next calculation was attempted to investigate the effect of the initial velocity v0 on the impact force history. For the steel ball, Pmax, T and rise time for reaching Pmax are shown for various initial velocities in Fig. 12 considering the vibrational modes up to the 20th circular nodal line mode and the damping coefficients. T measured by experiments are also shown and agree with theoretical results. From this figure, the following relations are shown approximately. For the rubber ball, Fig. 13 shows the calculated results of Pmax and T. But is not plotted because it has the same tendency as T. From this figure, we obtain the following results For purpose of comparison, the results of Pmax and T calculated by the Hertz law of contact are 129

10

11

12 J. Acoust. Soc. Jpn. (E) 1, 2 (1980) 4) G. Nishimura and K. Takahashi, "Impact sound of steel ball collison," J. Soc. Precision Mech. Jpn. 28, (1962) (in Japanese). 5) L. L. Koss and R. J. Alfredson, "Transient sound radiated by spheres undergoing an ellastic collision," J. Sound Vib. 27, (1973). 6) M. Endo, N. Nishi, M. Nakagawa, and M. Sakata, "Impact sound of a ball striking a cylinder," Trans. Jpn. Soc. Mech. Eng. 44, (1978) (in Japanese). 7) M. Sakata, M. Nakagawa, and M. Endo, "Impact sound of a ball striking a circular plate," Trans. Jpn. Soc. Mech. Eng. 45, (1979) (in Japanese). 8) A. Akay "A Review of impact noise," J. Acoust. Soc. Am. 64, (1978). 9) Y. Tokita, "Vibration and sound radiation of a plate generated by an impulsive force (I)," J. Acoust. Soc. Jpn. 16, (1960) (in Japanese). 10) Y. Tokita, "Vibration and sound radiation of a plate generated by an impulsive force (II)," J. Acoust. Soc. Jpn. 17, (1961) (in Japanese). 11) A. E. H. Love, A Treaties on the Mathematical Theory of Elasticity, 4th ed. (Dover, New York, 1944), p ) M. Morse and U. Ingard, Theoretical Acoustics (McGraw Hill, New York, 1968), p.310.

Sound Radiation Of Cast Iron

Sound Radiation Of Cast Iron Purdue University Purdue e-pubs International Compressor Engineering Conference School of Mechanical Engineering 2002 Sound Radiation Of Cast Iron N. I. Dreiman Tecumseh Products Company Follow this and

More information

Transactions on the Built Environment vol 22, 1996 WIT Press, ISSN

Transactions on the Built Environment vol 22, 1996 WIT Press,   ISSN A shock damage potential approach to shock testing D.H. Trepess Mechanical Subject Group, School of Engineering, Coventry University, Coventry CVl 5FB, UK A shock damage (excitation capacity) approach

More information

Sound Radiation of Structural Metals at Normal and Elevated Temperatures

Sound Radiation of Structural Metals at Normal and Elevated Temperatures Purdue University Purdue e-pubs International Compressor Engineering Conference School of Mechanical Engineering 1998 Sound Radiation of Structural Metals at Normal and Elevated Temperatures N. Dreiman

More information

Developing Evaluation Model of Tire Pattern Impact Noise

Developing Evaluation Model of Tire Pattern Impact Noise Developing Evaluation Model of Tire Pattern Impact Noise Nobutaka TSUJIUCHI 1 ; Akihito ITO 2 ; Atsushi MASUDA 3 ; Hamiyu SEKI 4 ; Hisashi TAKAHASHI 5 1-4 Doshisha University, Japan 5 Toyo Tire & Rubber

More information

SIMULATION OF NONLINEAR VISCO-ELASTICITY

SIMULATION OF NONLINEAR VISCO-ELASTICITY SIMULATION OF NONLINEAR VISCO-ELASTICITY Kazuyoshi Miyamoto*, Hiroshi Yoshinaga*, Masaki Shiraishi*, Masahiko Ueda* *Sumitomo Rubber Industries,LTD. 1-1,2,Tsutsui-cho,Chuo-ku,Kobe 651-0071,Japan Key words;

More information

S. OIE and R. TAKEUCHI: FLEXIBLE PLATE WITH POROUS LAYERS MOUNTED

S. OIE and R. TAKEUCHI: FLEXIBLE PLATE WITH POROUS LAYERS MOUNTED S. OIE and R. TAKEUCHI: FLEXIBLE PLATE WITH POROUS LAYERS MOUNTED "generalized efficiency coefficient of radiation" for amplitude proposed in the previous paper15) and its absolute value generally has

More information

Table of Contents. Preface... 13

Table of Contents. Preface... 13 Table of Contents Preface... 13 Chapter 1. Vibrations of Continuous Elastic Solid Media... 17 1.1. Objective of the chapter... 17 1.2. Equations of motion and boundary conditions of continuous media...

More information

(1) (3)

(1) (3) 1. This question is about momentum, energy and power. (a) In his Principia Mathematica Newton expressed his third law of motion as to every action there is always opposed an equal reaction. State what

More information

Rebound Property in Low Velocity Impact of Two Equivalent Balls

Rebound Property in Low Velocity Impact of Two Equivalent Balls RESEARCH ARTICLE OPEN ACCESS Rebound Property in Low Velocity Impact of Two Equivalent Balls Eijiro Inamura*, Hirofumi Minamoto**, Shozo Kawamura*** *(Tokyo Metropolitan College of Industrial Technology,

More information

AP PHYSICS 1 Learning Objectives Arranged Topically

AP PHYSICS 1 Learning Objectives Arranged Topically AP PHYSICS 1 Learning Objectives Arranged Topically with o Big Ideas o Enduring Understandings o Essential Knowledges o Learning Objectives o Science Practices o Correlation to Knight Textbook Chapters

More information

The... of a particle is defined as its change in position in some time interval.

The... of a particle is defined as its change in position in some time interval. Distance is the. of a path followed by a particle. Distance is a quantity. The... of a particle is defined as its change in position in some time interval. Displacement is a.. quantity. The... of a particle

More information

DYNAMICS AND DAMAGE ASSESSMENT IN IMPACTED CROSS-PLY CFRP PLATE UTILIZING THE WAVEFORM SIMULATION OF LAMB WAVE ACOUSTIC EMISSION

DYNAMICS AND DAMAGE ASSESSMENT IN IMPACTED CROSS-PLY CFRP PLATE UTILIZING THE WAVEFORM SIMULATION OF LAMB WAVE ACOUSTIC EMISSION DYNAMICS AND DAMAGE ASSESSMENT IN IMPACTED CROSS-PLY CFRP PLATE UTILIZING THE WAVEFORM SIMULATION OF LAMB WAVE ACOUSTIC EMISSION ABSTRACT Y. MIZUTAMI, H. NISHINO, M. TAKEMOTO and K. ONO* Aoyama Gakuin

More information

PROBLEM 2 10 points. [ ] increases [ ] decreases [ ] stays the same. Briefly justify your answer:

PROBLEM 2 10 points. [ ] increases [ ] decreases [ ] stays the same. Briefly justify your answer: PROBLEM 2 10 points A disk of mass m is tied to a block of mass 2m via a string that passes through a hole at the center of a rotating turntable. The disk rotates with the turntable at a distance R from

More information

Available online at ScienceDirect. Energy Procedia 78 (2015 ) th International Building Physics Conference, IBPC 2015

Available online at   ScienceDirect. Energy Procedia 78 (2015 ) th International Building Physics Conference, IBPC 2015 Available online at www.sciencedirect.com ScienceDirect Energy Procedia 78 (2015 ) 128 133 6th International Building Physics Conference, IBPC 2015 Sound insulation of building elements at low frequency:

More information

Structural Dynamics Lecture Eleven: Dynamic Response of MDOF Systems: (Chapter 11) By: H. Ahmadian

Structural Dynamics Lecture Eleven: Dynamic Response of MDOF Systems: (Chapter 11) By: H. Ahmadian Structural Dynamics Lecture Eleven: Dynamic Response of MDOF Systems: (Chapter 11) By: H. Ahmadian ahmadian@iust.ac.ir Dynamic Response of MDOF Systems: Mode-Superposition Method Mode-Superposition Method:

More information

Development of Spherical Sliding Bearing

Development of Spherical Sliding Bearing Technical Report NIPPON STEEL & SUMITOMO METAL TECHNICAL REPORT No. 115 JULY 2017 Development of Spherical Sliding Bearing UDC 624. 042. 7 : 62-531 Koji NISHIMOTO* Naoya WAKITA Hideji NAKAMURA Abstract

More information

STRUCTURAL DYNAMICS BASICS:

STRUCTURAL DYNAMICS BASICS: BASICS: STRUCTURAL DYNAMICS Real-life structures are subjected to loads which vary with time Except self weight of the structure, all other loads vary with time In many cases, this variation of the load

More information

The Franck-Hertz Experiment Physics 2150 Experiment No. 9 University of Colorado

The Franck-Hertz Experiment Physics 2150 Experiment No. 9 University of Colorado Experiment 9 1 Introduction The Franck-Hertz Experiment Physics 2150 Experiment No. 9 University of Colorado During the late nineteenth century, a great deal of evidence accumulated indicating that radiation

More information

Dynamic behavior of turbine foundation considering full interaction among facility, structure and soil

Dynamic behavior of turbine foundation considering full interaction among facility, structure and soil Dynamic behavior of turbine foundation considering full interaction among facility, structure and soil Fang Ming Scholl of Civil Engineering, Harbin Institute of Technology, China Wang Tao Institute of

More information

IMPACT Today s Objectives: In-Class Activities:

IMPACT Today s Objectives: In-Class Activities: Today s Objectives: Students will be able to: 1. Understand and analyze the mechanics of impact. 2. Analyze the motion of bodies undergoing a collision, in both central and oblique cases of impact. IMPACT

More information

Study Guide Solutions

Study Guide Solutions Study Guide Solutions Table of Contents Chapter 1 A Physics Toolkit... 3 Vocabulary Review... 3 Section 1.1: Mathematics and Physics... 3 Section 1.2: Measurement... 3 Section 1.3: Graphing Data... 4 Chapter

More information

Vibration Testing. Typically either instrumented hammers or shakers are used.

Vibration Testing. Typically either instrumented hammers or shakers are used. Vibration Testing Vibration Testing Equipment For vibration testing, you need an excitation source a device to measure the response a digital signal processor to analyze the system response Excitation

More information

DEVELOPMENT OF SEISMIC ISOLATION TABLE COMPOSED OF AN X-Y TABLE AND WIRE ROPE ISOLATORS

DEVELOPMENT OF SEISMIC ISOLATION TABLE COMPOSED OF AN X-Y TABLE AND WIRE ROPE ISOLATORS DEVELOPMENT OF SEISMIC ISOLATION TABLE COMPOSED OF AN X-Y TABLE AND WIRE ROPE ISOLATORS 7 Hirokazu SHIMODA, Norio NAGAI, Haruo SHIMOSAKA And Kenichiro OHMATA 4 SUMMARY In this study, a new type of isolation

More information

THE ACOUSTIC IMPEDANCE MEASUREMNET SYSTEM USING TWO MICROPHONES

THE ACOUSTIC IMPEDANCE MEASUREMNET SYSTEM USING TWO MICROPHONES P-7 THE ACOUSTIC IMPEDANCE MEASUREMNET SYSTEM USING TWO MICROPHONES RYU, YUNSEON BRUEL & KJAER SOUND & VIBRATION MEASUREMENT A/S SKODSBORGVEJ 307 NAERUM 2850 DENMARK TEL : +45 77 41 23 87 FAX : +45 77

More information

(Received on Mar. 30, 2013 and accepted on Jul. 11, 2013)

(Received on Mar. 30, 2013 and accepted on Jul. 11, 2013) Proc. Schl. Eng. Tokai Tokai Univ., Univ., Ser. ESer. E 38 (3) (3) - 53-58 Effect of a Magnetic Field from the Horiontal Direction on a Magnetically Levitated Steel Plate (Fundamental Considerations on

More information

Development of PC-Based Leak Detection System Using Acoustic Emission Technique

Development of PC-Based Leak Detection System Using Acoustic Emission Technique Key Engineering Materials Online: 004-08-5 ISSN: 66-9795, Vols. 70-7, pp 55-50 doi:0.408/www.scientific.net/kem.70-7.55 004 Trans Tech Publications, Switzerland Citation & Copyright (to be inserted by

More information

Pine Hill Public Schools Curriculum

Pine Hill Public Schools Curriculum Content Area: Pine Hill Public Schools Curriculum Science Course Title/ Grade Level: Honors Physics / Gr. 11 & 12 Unit 1: Unit 2: Unit 3: Unit 4: Unit 4: Introduction, Measurement, Estimating Duration:

More information

Vertical bounce of two vertically aligned balls

Vertical bounce of two vertically aligned balls Vertical bounce of two vertically aligned balls Rod Cross a Department of Physics, University of Sydney, Sydney NSW 2006, Australia Received 26 April 2007; accepted 14 July 2007 When a tennis ball rests

More information

Experimental approach on natural frequency of window vibration induced by low frequency sounds

Experimental approach on natural frequency of window vibration induced by low frequency sounds INTER-NOISE 216 Experimental approach on natural frequency of window vibration induced by low frequency sounds Tetsuya DOI 1 ; Keiichiro IWANAGA 1 ; Michiko JIMBO 2 1 Kobayasi Institute of Physical Research,

More information

Course Name: AP Physics. Team Names: Jon Collins. Velocity Acceleration Displacement

Course Name: AP Physics. Team Names: Jon Collins. Velocity Acceleration Displacement Course Name: AP Physics Team Names: Jon Collins 1 st 9 weeks Objectives Vocabulary 1. NEWTONIAN MECHANICS and lab skills: Kinematics (including vectors, vector algebra, components of vectors, coordinate

More information

Modal Analysis: What it is and is not Gerrit Visser

Modal Analysis: What it is and is not Gerrit Visser Modal Analysis: What it is and is not Gerrit Visser What is a Modal Analysis? What answers do we get out of it? How is it useful? What does it not tell us? In this article, we ll discuss where a modal

More information

TOPIC B: MOMENTUM EXAMPLES SPRING 2019

TOPIC B: MOMENTUM EXAMPLES SPRING 2019 TOPIC B: MOMENTUM EXAMPLES SPRING 2019 (Take g = 9.81 m s 2 ). Force-Momentum Q1. (Meriam and Kraige) Calculate the vertical acceleration of the 50 cylinder for each of the two cases illustrated. Neglect

More information

Vibration analysis of free isotropic cracked plates

Vibration analysis of free isotropic cracked plates Computational Methods and Experimental Measurements XII 475 Vibration analysis of free isotropic cracked plates M. Alfano & L. Pagnotta Department of Mechanical Engineering, University of Calabria, Italy

More information

(Refer Slide Time: 1: 19)

(Refer Slide Time: 1: 19) Mechanical Measurements and Metrology Prof. S. P. Venkateshan Department of Mechanical Engineering Indian Institute of Technology, Madras Module - 4 Lecture - 46 Force Measurement So this will be lecture

More information

Class XI Physics Syllabus One Paper Three Hours Max Marks: 70

Class XI Physics Syllabus One Paper Three Hours Max Marks: 70 Class XI Physics Syllabus 2013 One Paper Three Hours Max Marks: 70 Class XI Weightage Unit I Physical World & Measurement 03 Unit II Kinematics 10 Unit III Laws of Motion 10 Unit IV Work, Energy & Power

More information

CHAPTER 9 ELECTROMAGNETIC WAVES

CHAPTER 9 ELECTROMAGNETIC WAVES CHAPTER 9 ELECTROMAGNETIC WAVES Outlines 1. Waves in one dimension 2. Electromagnetic Waves in Vacuum 3. Electromagnetic waves in Matter 4. Absorption and Dispersion 5. Guided Waves 2 Skip 9.1.1 and 9.1.2

More information

Noise in enclosed spaces. Phil Joseph

Noise in enclosed spaces. Phil Joseph Noise in enclosed spaces Phil Joseph MODES OF A CLOSED PIPE A 1 A x = 0 x = L Consider a pipe with a rigid termination at x = 0 and x = L. The particle velocity must be zero at both ends. Acoustic resonances

More information

Summer AP Assignment 2016

Summer AP Assignment 2016 Summer AP Assignment 2016 Mr. Michael Wichart (Rm. 109) wichart.m@woodstown.org Summer Assignment Goals The main goal of this assignment is to review some of the material that was taught during Honors

More information

Address for Correspondence

Address for Correspondence Research Article EXPERIMENT STUDY OF DYNAMIC RESPONSE OF SOFT STOREY BUILDING MODEL C. S. Sanghvi 1, H S Patil 2 and B J Shah 3 Address for Correspondence 1 Associate Professor, Applied Mechanics Department,

More information

Numerical analysis of sound insulation performance of double-layer wall with vibration absorbers using FDTD method

Numerical analysis of sound insulation performance of double-layer wall with vibration absorbers using FDTD method Numerical analysis of sound insulation performance of double-layer wall with vibration absorbers using FDTD method Shuo-Yen LIN 1 ; Shinichi SAKAMOTO 2 1 Graduate School, the University of Tokyo 2 Institute

More information

Varuvan Vadivelan. Institute of Technology LAB MANUAL. : 2013 : B.E. MECHANICAL ENGINEERING : III Year / V Semester. Regulation Branch Year & Semester

Varuvan Vadivelan. Institute of Technology LAB MANUAL. : 2013 : B.E. MECHANICAL ENGINEERING : III Year / V Semester. Regulation Branch Year & Semester Varuvan Vadivelan Institute of Technology Dharmapuri 636 703 LAB MANUAL Regulation Branch Year & Semester : 2013 : B.E. MECHANICAL ENGINEERING : III Year / V Semester ME 6511 - DYNAMICS LABORATORY GENERAL

More information

Code No: R Set No. 1

Code No: R Set No. 1 Code No: R05010302 Set No. 1 I B.Tech Supplimentary Examinations, February 2008 ENGINEERING MECHANICS ( Common to Mechanical Engineering, Mechatronics, Metallurgy & Material Technology, Production Engineering,

More information

Experiment AM Angular Momentum

Experiment AM Angular Momentum Experiment AM Angular Momentum Introduction If an object, e.g., a heavy ball, comes straight at you and you catch it, you may stagger back while exerting the impulse -- some force for some time -- needed

More information

midas Civil Dynamic Analysis

midas Civil Dynamic Analysis Edgar De Los Santos Midas IT August 23 rd 2017 Contents: Introduction Eigen Value Analysis Response Spectrum Analysis Pushover Analysis Time History Analysis Seismic Analysis Seismic Analysis The seismic

More information

Self-Excited Vibration in Hydraulic Ball Check Valve

Self-Excited Vibration in Hydraulic Ball Check Valve Self-Excited Vibration in Hydraulic Ball Check Valve L. Grinis, V. Haslavsky, U. Tzadka Abstract This paper describes an experimental, theoretical model and numerical study of concentrated vortex flow

More information

Impedance of standard impact sources and their effect on impact sound pressure level of floors

Impedance of standard impact sources and their effect on impact sound pressure level of floors Impedance of standard impact sources and their effect on impact sound pressure level of floors B. Zeitler and T. Nightingale NRC - Institute for Research in Construction, 1 Montreal Road, Building M-7,

More information

AP PHYSICS 1 BIG IDEAS AND LEARNING OBJECTIVES

AP PHYSICS 1 BIG IDEAS AND LEARNING OBJECTIVES AP PHYSICS 1 BIG IDEAS AND LEARNING OBJECTIVES KINEMATICS 3.A.1.1: The student is able to express the motion of an object using narrative, mathematical, and graphical representations. [SP 1.5, 2.1, 2.2]

More information

Vibration Dynamics and Control

Vibration Dynamics and Control Giancarlo Genta Vibration Dynamics and Control Spri ringer Contents Series Preface Preface Symbols vii ix xxi Introduction 1 I Dynamics of Linear, Time Invariant, Systems 23 1 Conservative Discrete Vibrating

More information

time/s force/n Polesworth High School 1

time/s force/n Polesworth High School 1 1. A toy locomotive of mass 0.50kg is initially at rest on a horizontal track. The locomotive is powered by a twisted rubber band which, as it unwinds, exerts a force which varies with time as shown in

More information

Acoustic radiation by means of an acoustic dynamic stiffness matrix in spherical coordinates

Acoustic radiation by means of an acoustic dynamic stiffness matrix in spherical coordinates Acoustic radiation by means of an acoustic dynamic stiffness matrix in spherical coordinates Kauê Werner and Júlio A. Cordioli. Department of Mechanical Engineering Federal University of Santa Catarina

More information

Dynamics of Machinery

Dynamics of Machinery Dynamics of Machinery Two Mark Questions & Answers Varun B Page 1 Force Analysis 1. Define inertia force. Inertia force is an imaginary force, which when acts upon a rigid body, brings it to an equilibrium

More information

PHYSICS CURRICULUM. Unit 1: Measurement and Mathematics

PHYSICS CURRICULUM. Unit 1: Measurement and Mathematics Chariho Regional School District - Science Curriculum September, 2016 PHYSICS CURRICULUM Unit 1: Measurement and Mathematics OVERVIEW Summary Mathematics is an essential tool of physics. This unit will

More information

APPLICATIONS. CEE 271: Applied Mechanics II, Dynamics Lecture 17: Ch.15, Sec.4 7. IMPACT (Section 15.4) APPLICATIONS (continued) IMPACT READING QUIZ

APPLICATIONS. CEE 271: Applied Mechanics II, Dynamics Lecture 17: Ch.15, Sec.4 7. IMPACT (Section 15.4) APPLICATIONS (continued) IMPACT READING QUIZ APPLICATIONS CEE 271: Applied Mechanics II, Dynamics Lecture 17: Ch.15, Sec.4 7 Prof. Albert S. Kim Civil and Environmental Engineering, University of Hawaii at Manoa Date: The quality of a tennis ball

More information

Angular Momentum. Brown University Physics 0030 Physics Department Lab 4

Angular Momentum. Brown University Physics 0030 Physics Department Lab 4 Angular Momentum Introduction In this experiment, we use a specially designed air table on which we cause the collisions of a ball and a disk, and so observe the consequence of angular momentum conservation.

More information

Preliminary Examination - Dynamics

Preliminary Examination - Dynamics Name: University of California, Berkeley Fall Semester, 2018 Problem 1 (30% weight) Preliminary Examination - Dynamics An undamped SDOF system with mass m and stiffness k is initially at rest and is then

More information

Dynamic Soil Structure Interaction

Dynamic Soil Structure Interaction Dynamic Soil Structure Interaction Kenji MIURA, Dr. Eng. Professor Graduate School of Engineering Hiroshima University Dynamic Soil Structure Interaction Chapter 1 : Introduction Kenji MIURA, Dr. Eng.

More information

Raymond A. Serway Chris Vuille. Chapter Thirteen. Vibrations and Waves

Raymond A. Serway Chris Vuille. Chapter Thirteen. Vibrations and Waves Raymond A. Serway Chris Vuille Chapter Thirteen Vibrations and Waves Periodic Motion and Waves Periodic motion is one of the most important kinds of physical behavior Will include a closer look at Hooke

More information

DETC98/PTG-5788 VIBRO-ACOUSTIC STUDIES OF TRANSMISSION CASING STRUCTURES

DETC98/PTG-5788 VIBRO-ACOUSTIC STUDIES OF TRANSMISSION CASING STRUCTURES Proceedings of DETC98: 1998 ASME Design Engineering Technical Conference September 13-16, 1998, Atlanta, GA DETC98/PTG-5788 VIBRO-ACOUSTIC STUDIES O TRANSMISSION CASING STRUCTURES D. Crimaldi Graduate

More information

Simulation analysis using CFD on vibration behaviors of circular cylinders subjected to free jets through narrow gaps in the vicinity of walls

Simulation analysis using CFD on vibration behaviors of circular cylinders subjected to free jets through narrow gaps in the vicinity of walls Fluid Structure Interaction V 85 Simulation analysis using CFD on vibration behaviors of circular cylinders subjected to free jets through narrow gaps in the vicinity of walls K. Fujita Osaka City University,

More information

EVALUATION OF MODULUS OF RIGIDITY BY DYNAMIC PLATE SHEAR TESTING Tetsuya Nakao. and Takeshi Okano

EVALUATION OF MODULUS OF RIGIDITY BY DYNAMIC PLATE SHEAR TESTING Tetsuya Nakao. and Takeshi Okano EVALUATION OF MODULUS OF RIGIDITY BY DYNAMIC PLATE SHEAR TESTING Tetsuya Nakao Graduate Student Present address: Department of Forestry Faculty of Agriculture Shimane University Matsue 690, Japan and Takeshi

More information

Kinetics of Particles: Work and Energy

Kinetics of Particles: Work and Energy Kinetics of Particles: Work and Energy Total work done is given by: Modifying this eqn to account for the potential energy terms: U 1-2 + (-ΔV g ) + (-ΔV e ) = ΔT T U 1-2 is work of all external forces

More information

Stochastic Structural Dynamics Prof. Dr. C. S. Manohar Department of Civil Engineering Indian Institute of Science, Bangalore

Stochastic Structural Dynamics Prof. Dr. C. S. Manohar Department of Civil Engineering Indian Institute of Science, Bangalore Stochastic Structural Dynamics Prof. Dr. C. S. Manohar Department of Civil Engineering Indian Institute of Science, Bangalore Lecture No. # 33 Probabilistic methods in earthquake engineering-2 So, we have

More information

IB Questionbank Physics NAME. IB Physics 2 HL Summer Packet

IB Questionbank Physics NAME. IB Physics 2 HL Summer Packet IB Questionbank Physics NAME IB Physics 2 HL Summer Packet Summer 2017 About 2 hours 77 marks Please complete this and hand it in on the first day of school. - Mr. Quinn 1. This question is about collisions.

More information

Vibration Testing. an excitation source a device to measure the response a digital signal processor to analyze the system response

Vibration Testing. an excitation source a device to measure the response a digital signal processor to analyze the system response Vibration Testing For vibration testing, you need an excitation source a device to measure the response a digital signal processor to analyze the system response i) Excitation sources Typically either

More information

11. (7 points: Choose up to 3 answers) What is the tension,!, in the string? a.! = 0.10 N b.! = 0.21 N c.! = 0.29 N d.! = N e.! = 0.

11. (7 points: Choose up to 3 answers) What is the tension,!, in the string? a.! = 0.10 N b.! = 0.21 N c.! = 0.29 N d.! = N e.! = 0. A harmonic wave propagates horizontally along a taut string of length! = 8.0 m and mass! = 0.23 kg. The vertical displacement of the string along its length is given by!!,! = 0.1!m cos 1.5!!! +!0.8!!,

More information

Sound, acoustics Slides based on: Rossing, The science of sound, 1990, and Pulkki, Karjalainen, Communication acoutics, 2015

Sound, acoustics Slides based on: Rossing, The science of sound, 1990, and Pulkki, Karjalainen, Communication acoutics, 2015 Acoustics 1 Sound, acoustics Slides based on: Rossing, The science of sound, 1990, and Pulkki, Karjalainen, Communication acoutics, 2015 Contents: 1. Introduction 2. Vibrating systems 3. Waves 4. Resonance

More information

DEVELOPMENT OF A REAL-TIME HYBRID EXPERIMENTAL SYSTEM USING A SHAKING TABLE

DEVELOPMENT OF A REAL-TIME HYBRID EXPERIMENTAL SYSTEM USING A SHAKING TABLE DEVELOPMENT OF A REAL-TIME HYBRID EXPERIMENTAL SYSTEM USING A SHAKING TABLE Toshihiko HORIUCHI, Masahiko INOUE And Takao KONNO 3 SUMMARY A hybrid experimental method, in which an actuator-excited vibration

More information

CONSOLIDATED GRANULAR MEDIA FOR SOUND INSULATION: PERFORMANCE EVALUATION THROUGH DIFFERENT METHODS

CONSOLIDATED GRANULAR MEDIA FOR SOUND INSULATION: PERFORMANCE EVALUATION THROUGH DIFFERENT METHODS Twelfth International Congress on Sound and Vibration CONSOLIDATED GRANULAR MEDIA FOR SOUND INSULATION: PERFORMANCE EVALUATION THROUGH DIFFERENT METHODS G. Pispola a and K. V. Horoshenkov b a Department

More information

Sensitivity analysis and its application for dynamic improvement

Sensitivity analysis and its application for dynamic improvement SaÅdhanaÅ, Vol. 25, Part 3, June 2000, pp. 291±303. # Printed in India Sensitivity analysis and its application for dynamic improvement NOBUYUKI OKUBO and TAKESHI TOI Department of Precision Mechanics,

More information

Pseudo-dynamic tests in centrifugal field for structure-foundation-soil systems

Pseudo-dynamic tests in centrifugal field for structure-foundation-soil systems Pseudo-dynamic tests in centrifugal field for structure-foundation-soil systems Yoshikazu Takahashi Kyoto University, Kyoto, Japan Masako Kodera Tokyo Electric Power Company, Kawasaki, Japan SUMMARY: The

More information

An Energy Circulation Driving Surface Acoustic Wave Motor

An Energy Circulation Driving Surface Acoustic Wave Motor An Energy Circulation Driving Surface Acoustic Wave Motor Minoru K. Kurosawa Tokyo Institute of Technology Yokohama, Japan mkur@ae.titech.ac.jp Purevdagva Nayanbuu Tokyo Institute of Technology Yokohama,

More information

EFFECTS OF PERMEABILITY ON SOUND ABSORPTION AND SOUND INSULATION PERFORMANCE OF ACOUSTIC CEILING PANELS

EFFECTS OF PERMEABILITY ON SOUND ABSORPTION AND SOUND INSULATION PERFORMANCE OF ACOUSTIC CEILING PANELS EFFECTS OF PERMEABILITY ON SOUND ABSORPTION AND SOUND INSULATION PERFORMANCE OF ACOUSTIC CEILING PANELS Kento Hashitsume and Daiji Takahashi Graduate School of Engineering, Kyoto University email: kento.hashitsume.ku@gmail.com

More information

J10M.1 - Rod on a Rail (M93M.2)

J10M.1 - Rod on a Rail (M93M.2) Part I - Mechanics J10M.1 - Rod on a Rail (M93M.2) J10M.1 - Rod on a Rail (M93M.2) s α l θ g z x A uniform rod of length l and mass m moves in the x-z plane. One end of the rod is suspended from a straight

More information

ANALYSIS OF TRANSIENT HEAT CONDUCTION IN DIFFERENT GEOMETRIES BY POLYNOMIAL APPROXIMATION METHOD

ANALYSIS OF TRANSIENT HEAT CONDUCTION IN DIFFERENT GEOMETRIES BY POLYNOMIAL APPROXIMATION METHOD Int. J. Mech. Eng. & Rob. Res. Devanshu Prasad, Research Paper ISSN 78 9 www.ijmerr.com Vol., No., April IJMERR. All Rights Reserved ANALYSIS OF TRANSIENT HEAT CONDUCTION IN DIFFERENT GEOMETRIES Y POLYNOMIAL

More information

Knowledge of basic math concepts is expected (conversions, units, trigonometry, vectors, etc.)

Knowledge of basic math concepts is expected (conversions, units, trigonometry, vectors, etc.) Topics for the Final Exam Knowledge of basic math concepts is expected (conversions, units, trigonometry, vectors, etc.) Chapter 2. displacement, velocity, acceleration motion in one dimension with constant

More information

Q1. For the two physical quantities, impulse and force, which one of the following is correct?

Q1. For the two physical quantities, impulse and force, which one of the following is correct? PhysicsndMathsTutor.com 1 Q1. For the two physical quantities, impulse and force, which one of the following is correct? B C D Impulse is a scalar and force is a scalar. Impulse is a scalar and force is

More information

AP Physics C Mechanics Objectives

AP Physics C Mechanics Objectives AP Physics C Mechanics Objectives I. KINEMATICS A. Motion in One Dimension 1. The relationships among position, velocity and acceleration a. Given a graph of position vs. time, identify or sketch a graph

More information

Simple Harmonic Motion Practice Problems PSI AP Physics B

Simple Harmonic Motion Practice Problems PSI AP Physics B Simple Harmonic Motion Practice Problems PSI AP Physics B Name Multiple Choice 1. A block with a mass M is attached to a spring with a spring constant k. The block undergoes SHM. Where is the block located

More information

Free Vibration Characteristics of Elastically Supported Pipe Conveying Fluid

Free Vibration Characteristics of Elastically Supported Pipe Conveying Fluid Nahrain University College of Engineering Journal (NUCEJ) Vol16 No1 2013 pp9-19 Free Vibration Characteristics of Elastically Supported Pipe Conveying Fluid Ali HAl-Hilli Mechanical Eng Dept Nahrain University

More information

Final Exam Solution Dynamics :45 12:15. Problem 1 Bateau

Final Exam Solution Dynamics :45 12:15. Problem 1 Bateau Final Exam Solution Dynamics 2 191157140 31-01-2013 8:45 12:15 Problem 1 Bateau Bateau is a trapeze act by Cirque du Soleil in which artists perform aerial maneuvers on a boat shaped structure. The boat

More information

Science TEKS Verification

Science TEKS Verification Science EKS Verification (1) Scientific processes. he student conducts investigations, for at least 40% of instructional time, using safe, environmentally appropriate, and ethical practices. hese investigations

More information

GCE AS and A Level. Physics A. AS exams 2009 onwards A2 exams 2010 onwards. Unit 4A: Approved specimen question paper. Version 1.3

GCE AS and A Level. Physics A. AS exams 2009 onwards A2 exams 2010 onwards. Unit 4A: Approved specimen question paper. Version 1.3 GE S and Level Physics S exams 009 onwards exams 010 onwards Unit 4: pproved specimen question paper Version 1.3 General ertificate of Education 010 dvanced Examination abc version 1.3 PHYSIS Unit 4: Fields

More information

Vibrations and Waves in Continuous Mechanical Systems

Vibrations and Waves in Continuous Mechanical Systems Vibrations and Waves in Continuous Mechanical Systems Peter Hagedorn TU Darmstadt, Germany Anirvan DasGupta IIT Kharagpur, India BICENTENNIAL John Wiley & Sons, Ltd Preface xi 1 Vibrations of strings and

More information

MULTIPLE CHOICE. Choose the one alternative that best completes the statement or answers the question.

MULTIPLE CHOICE. Choose the one alternative that best completes the statement or answers the question. Exam Name MULTIPLE CHOICE. Choose the one alternative that best completes the statement or answers the question. 1) A 4.8-kg block attached to a spring executes simple harmonic motion on a frictionless

More information

The effects of elastic supports on the transient vibroacoustic response of a window caused by sonic booms

The effects of elastic supports on the transient vibroacoustic response of a window caused by sonic booms The effects of elastic supports on the transient vibroacoustic response of a window caused by sonic booms Dayi Ou and Cheuk Ming Mak a) Department of Building Service Engineering, The Hong Kong Polytechnic

More information

CHAPTER 6 VIBRATIONS AND WAVES 6.1 VIBRATIONS

CHAPTER 6 VIBRATIONS AND WAVES 6.1 VIBRATIONS (b) To test hypothesis (i), try at least three different lengths of chains with the controls being the same amplitude, same child, and same effort put into the push. To test hypothesis (ii), try at least

More information

MODEL TEST - 1 PHYSICS

MODEL TEST - 1 PHYSICS MODEL TEST - 1 PHYSICS [Time: 3 Hrs] [Max. Marks: 70] Note: 1. All questions are compulsory. 2. Neat diagrams must be drawn wherever necessary. 3. Figures to the right indicate full marks. 4. Use of only

More information

Rigid bodies - general theory

Rigid bodies - general theory Rigid bodies - general theory Kinetic Energy: based on FW-26 Consider a system on N particles with all their relative separations fixed: it has 3 translational and 3 rotational degrees of freedom. Motion

More information

1859. Forced transverse vibration analysis of a Rayleigh double-beam system with a Pasternak middle layer subjected to compressive axial load

1859. Forced transverse vibration analysis of a Rayleigh double-beam system with a Pasternak middle layer subjected to compressive axial load 1859. Forced transverse vibration analysis of a Rayleigh double-beam system with a Pasternak middle layer subjected to compressive axial load Nader Mohammadi 1, Mehrdad Nasirshoaibi 2 Department of Mechanical

More information

Evaluation of dynamic behavior of culverts and embankments through centrifuge model tests and a numerical analysis

Evaluation of dynamic behavior of culverts and embankments through centrifuge model tests and a numerical analysis Computer Methods and Recent Advances in Geomechanics Oka, Murakami, Uzuoka & Kimoto (Eds.) 2015 Taylor & Francis Group, London, ISBN 978-1-138-00148-0 Evaluation of dynamic behavior of culverts and embankments

More information

UNIVERSITY OF MALTA G.F. ABELA JUNIOR COLLEGE

UNIVERSITY OF MALTA G.F. ABELA JUNIOR COLLEGE UNIVERSITY OF MALTA G.F. ABELA JUNIOR COLLEGE FIRST YEAR END-OF-YEAR EXAMINATION SUBJECT: PHYSICS DATE: JUNE 2010 LEVEL: INTERMEDIATE TIME: 09.00h to 12.00h Show ALL working Write units where appropriate

More information

Crosswalk of Georgia Performance Standards & Georgia Standards of Excellence GSE Implementation in Eighth Grade

Crosswalk of Georgia Performance Standards & Georgia Standards of Excellence GSE Implementation in Eighth Grade S8P1. Students will examine the scientific view of the nature of matter. a. Distinguish between atoms and molecules. b. Describe the difference between pure substances (elements and compounds) and mixtures.

More information

Vibrations Qualifying Exam Study Material

Vibrations Qualifying Exam Study Material Vibrations Qualifying Exam Study Material The candidate is expected to have a thorough understanding of engineering vibrations topics. These topics are listed below for clarification. Not all instructors

More information

Which one of the following correctly describes the velocities of the two bodies after the collision?

Which one of the following correctly describes the velocities of the two bodies after the collision? Q1.In which of the following do both quantities have the same unit? Electrical resistivity and electrical resistance. Work function Planck constant Pressure and the Young modulus. cceleration and rate

More information

HOMOGENEOUS ELECTRORHEOLOGICAL FLUIDS APPLIED TO VIBRATION CONTROL

HOMOGENEOUS ELECTRORHEOLOGICAL FLUIDS APPLIED TO VIBRATION CONTROL HOMOGENEOUS ELECTRORHEOLOGICAL FLUIDS APPLIED TO VIBRATION CONTROL A.K. El Wahed Division of Mechanical Engineering & Mechatronics, Faculty of Engineering and Physical Sciences, University of Dundee, Dundee.

More information

Centerville Senior High School Curriculum Mapping Physics, 1 st Nine Weeks Damon Anderson

Centerville Senior High School Curriculum Mapping Physics, 1 st Nine Weeks Damon Anderson Centerville Senior High School Curriculum Mapping Physics, 1 st Nine Weeks Damon Anderson 2/1 P.1.1 What is the difference between speed and Finding gravity lab Displacement, velocity? velocity 2/2 P.1.1

More information

2019 Enrolment The 1st. Japan University Examination. Physics

2019 Enrolment The 1st. Japan University Examination. Physics 09 Enrolment The st Japan University Examination Examination Date: November 07 Physics (60 min) Do not open the examination booklet until the starting signal for the exam is given. Please read the following

More information

Preliminary Examination in Dynamics

Preliminary Examination in Dynamics Fall Semester 2017 Problem 1 The simple structure shown below weighs 1,000 kips and has a period of 1.25 sec. It has no viscous damping. It is subjected to the impulsive load shown in the figure. If the

More information

HS AP Physics 1 Science

HS AP Physics 1 Science Scope And Sequence Timeframe Unit Instructional Topics 5 Day(s) 20 Day(s) 5 Day(s) Kinematics Course AP Physics 1 is an introductory first-year, algebra-based, college level course for the student interested

More information

On the variations of acoustic absorption peak with flow velocity in Micro Perforated Panels at high level of excitation

On the variations of acoustic absorption peak with flow velocity in Micro Perforated Panels at high level of excitation On the variations of acoustic absorption peak with flow velocity in Micro Perforated Panels at high level of excitation Rostand Tayong, Thomas Dupont, and Philippe Leclaire Laboratoire de Recherche en

More information