Determining the Coefficient of Friction - Succeed in Physical Science
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Newmark Sliding Block Analysis
TRANSPORTATION RESEARCH RECORD 1411 9 Predicting Earthquake-Induced Landslide Displacements Using Newmark's Sliding Block Analysis RANDALL W. }IBSON A principal cause of earthquake damage is landsliding, and the peak ground accelerations (PGA) below which no slope dis ability to predict earthquake-triggered landslide displacements is placement will occur. In cases where the PGA does exceed important for many types of seismic-hazard analysis and for the the yield acceleration, pseudostatic analysis has proved to be design of engineered slopes. Newmark's method for modeling a landslide as a rigid-plastic block sliding on an inclined plane pro vastly overconservative because many slopes experience tran vides a workable means of predicting approximate landslide dis sient earthquake accelerations well above their yield accel placements; this method yields much more useful information erations but experience little or no permanent displacement than pseudostatic analysis and is far more practical than finite (2). The utility of pseudostatic analysis is thus limited because element modeling. Applying Newmark's method requires know it provides only a single numerical threshold below which no ing the yield or critical acceleration of the landslide (above which displacement is predicted and above which total, but unde permanent displacement occurs), which can be determined from the static factor of safety and from the landslide geometry. Earth fined, "failure" is predicted. In fact, pseudostatic analysis tells quake acceleration-time histories can be selected to represent the the user nothing about what will occur when the yield accel shaking conditions of interest, and those parts of the record that eration is exceeded. lie above the critical acceleration are double integrated to deter At the other end of the spectrum, advances in two-dimensional mine the permanent landslide displacement. -
Identification of Maximum Road Friction Coefficient and Optimal Slip Ratio Based on Road Type Recognition
CHINESE JOURNAL OF MECHANICAL ENGINEERING ·1018· Vol. 27,aNo. 5,a2014 DOI: 10.3901/CJME.2014.0725.128, available online at www.springerlink.com; www.cjmenet.com; www.cjmenet.com.cn Identification of Maximum Road Friction Coefficient and Optimal Slip Ratio Based on Road Type Recognition GUAN Hsin, WANG Bo, LU Pingping*, and XU Liang State Key Laboratory of Automotive Simulation and Control, Jilin University, Changchun 130022, China Received November 21, 2013; revised June 9, 2014; accepted July 25, 2014 Abstract: The identification of maximum road friction coefficient and optimal slip ratio is crucial to vehicle dynamics and control. However, it is always not easy to identify the maximum road friction coefficient with high robustness and good adaptability to various vehicle operating conditions. The existing investigations on robust identification of maximum road friction coefficient are unsatisfactory. In this paper, an identification approach based on road type recognition is proposed for the robust identification of maximum road friction coefficient and optimal slip ratio. The instantaneous road friction coefficient is estimated through the recursive least square with a forgetting factor method based on the single wheel model, and the estimated road friction coefficient and slip ratio are grouped in a set of samples in a small time interval before the current time, which are updated with time progressing. The current road type is recognized by comparing the samples of the estimated road friction coefficient with the standard road friction coefficient of each typical road, and the minimum statistical error is used as the recognition principle to improve identification robustness. Once the road type is recognized, the maximum road friction coefficient and optimal slip ratio are determined. -
SMU PHYSICS 1303: Introduction to Mechanics
SMU PHYSICS 1303: Introduction to Mechanics Stephen Sekula1 1Southern Methodist University Dallas, TX, USA SPRING, 2019 S. Sekula (SMU) SMU — PHYS 1303 SPRING, 2019 1 Outline Conservation of Energy S. Sekula (SMU) SMU — PHYS 1303 SPRING, 2019 2 Conservation of Energy Conservation of Energy NASA, “Hipnos” by Molinos de Viento and available under Creative Commons from Flickr S. Sekula (SMU) SMU — PHYS 1303 SPRING, 2019 3 Conservation of Energy Key Ideas The key ideas that we will explore in this section of the course are as follows: I We will come to understand that energy can change forms, but is neither created from nothing nor entirely destroyed. I We will understand the mathematical description of energy conservation. I We will explore the implications of the conservation of energy. Jacques-Louis David. “Portrait of Monsieur de Lavoisier and his Wife, chemist Marie-Anne Pierrette Paulze”. Available under Creative Commons from Flickr. S. Sekula (SMU) SMU — PHYS 1303 SPRING, 2019 4 Conservation of Energy Key Ideas The key ideas that we will explore in this section of the course are as follows: I We will come to understand that energy can change forms, but is neither created from nothing nor entirely destroyed. I We will understand the mathematical description of energy conservation. I We will explore the implications of the conservation of energy. Jacques-Louis David. “Portrait of Monsieur de Lavoisier and his Wife, chemist Marie-Anne Pierrette Paulze”. Available under Creative Commons from Flickr. S. Sekula (SMU) SMU — PHYS 1303 SPRING, 2019 4 Conservation of Energy Key Ideas The key ideas that we will explore in this section of the course are as follows: I We will come to understand that energy can change forms, but is neither created from nothing nor entirely destroyed. -
Sliding and Rolling: the Physics of a Rolling Ball J Hierrezuelo Secondary School I B Reyes Catdicos (Vdez- Mdaga),Spain and C Carnero University of Malaga, Spain
Sliding and rolling: the physics of a rolling ball J Hierrezuelo Secondary School I B Reyes Catdicos (Vdez- Mdaga),Spain and C Carnero University of Malaga, Spain We present an approach that provides a simple and there is an extra difficulty: most students think that it adequate procedure for introducing the concept of is not possible for a body to roll without slipping rolling friction. In addition, we discuss some unless there is a frictional force involved. In fact, aspects related to rolling motion that are the when we ask students, 'why do rolling bodies come to source of students' misconceptions. Several rest?, in most cases the answer is, 'because the didactic suggestions are given. frictional force acting on the body provides a negative acceleration decreasing the speed of the Rolling motion plays an important role in many body'. In order to gain a good understanding of familiar situations and in a number of technical rolling motion, which is bound to be useful in further applications, so this kind of motion is the subject of advanced courses. these aspects should be properly considerable attention in most introductory darified. mechanics courses in science and engineering. The outline of this article is as follows. Firstly, we However, we often find that students make errors describe the motion of a rigid sphere on a rigid when they try to interpret certain situations related horizontal plane. In this section, we compare two to this motion. situations: (1) rolling and slipping, and (2) rolling It must be recognized that a correct analysis of rolling without slipping. -
Coupling Effect of Van Der Waals, Centrifugal, and Frictional Forces On
PCCP View Article Online PAPER View Journal | View Issue Coupling effect of van der Waals, centrifugal, and frictional forces on a GHz rotation–translation Cite this: Phys. Chem. Chem. Phys., 2019, 21,359 nano-convertor† Bo Song,a Kun Cai, *ab Jiao Shi, ad Yi Min Xieb and Qinghua Qin c A nano rotation–translation convertor with a deformable rotor is presented, and the dynamic responses of the system are investigated considering the coupling among the van der Waals (vdW), centrifugal and frictional forces. When an input rotational frequency (o) is applied at one end of the rotor, the other end exhibits a translational motion, which is an output of the system and depends on both the geometry of the system and the forces applied on the deformable part (DP) of the rotor. When centrifugal force is Received 25th September 2018, stronger than vdW force, the DP deforms by accompanying the translation of the rotor. It is found that Accepted 26th November 2018 the translational displacement is stable and controllable on the condition that o is in an interval. If o DOI: 10.1039/c8cp06013d exceeds an allowable value, the rotor exhibits unstable eccentric rotation. The system may collapse with the rotor escaping from the stators due to the strong centrifugal force in eccentric rotation. In a practical rsc.li/pccp design, the interval of o can be found for a system with controllable output translation. 1 Introduction components.18–22 Hertal et al.23 investigated the significant deformation of carbon nanotubes (CNTs) by surface vdW forces With the rapid development in nanotechnology, miniaturization that were generated between the nanotube and the substrate. -
Undergraduate Research on Conceptual Design of a Wind Tunnel for Instructional Purposes
AC 2012-3461: UNDERGRADUATE RESEARCH ON CONCEPTUAL DE- SIGN OF A WIND TUNNEL FOR INSTRUCTIONAL PURPOSES Peter John Arslanian, NASA/Computer Sciences Corporation Peter John Arslanian currently holds an engineering position at Computer Sciences Corporation. He works as a Ground Safety Engineer supporting Sounding Rocket and ANTARES launch vehicles at NASA, Wallops Island, Va. He also acts as an Electrical Engineer supporting testing and validation for NASA’s Low Density Supersonic Decelerator vehicle. Arslanian has received an Undergraduate Degree with Honors in Engineering with an Aerospace Specialization from the University of Maryland, Eastern Shore (UMES) in May 2011. Prior to receiving his undergraduate degree, he worked as an Action Sport Design Engineer for Hydroglas Composites in San Clemente, Calif., from 1994 to 2006, designing personnel watercraft hulls. Arslanian served in the U.S. Navy from 1989 to 1993 as Lead Electronics Technician for the Automatic Carrier Landing System aboard the U.S.S. Independence CV-62, stationed in Yokosuka, Japan. During his enlistment, Arslanian was honored with two South West Asia Service Medals. Dr. Payam Matin, University of Maryland, Eastern Shore Payam Matin is currently an Assistant Professor in the Department of Engineering and Aviation Sciences at the University of Maryland Eastern Shore (UMES). Matin has received his Ph.D. in mechanical engi- neering from Oakland University, Rochester, Mich., in May 2005. He has taught a number of courses in the areas of mechanical engineering and aerospace at UMES. Matin’s research has been mostly in the areas of computational mechanics and experimental mechanics. Matin has published more than 20 peer- reviewed journal and conference papers. -
Slope Stability 101 Basic Concepts and NOT for Final Design Purposes! Slope Stability Analysis Basics
Slope Stability 101 Basic Concepts and NOT for Final Design Purposes! Slope Stability Analysis Basics Shear Strength of Soils Ability of soil to resist sliding on itself on the slope Angle of Repose definition n1. the maximum angle to the horizontal at which rocks, soil, etc, will remain without sliding Shear Strength Parameters and Soils Info Φ angle of internal friction C cohesion (clays are cohesive and sands are non-cohesive) Θ slope angle γ unit weight of soil Internal Angles of Friction Estimates for our use in example Silty sand Φ = 25 degrees Loose sand Φ = 30 degrees Medium to Dense sand Φ = 35 degrees Rock Riprap Φ = 40 degrees Slope Stability Analysis Basics Explore Site Geology Characterize soil shear strength Construct slope stability model Establish seepage and groundwater conditions Select loading condition Locate critical failure surface Iterate until minimum Factor of Safety (FS) is achieved Rules of Thumb and “Easy” Method of Estimating Slope Stability Geology and Soils Information Needed (from site or soils database) Check appropriate loading conditions (seeps, rapid drawdown, fluctuating water levels, flows) Select values to input for Φ and C Locate water table in slope (critical for evaluation!) 2:1 slopes are typically stable for less than 15 foot heights Note whether or not existing slopes are vegetated and stable Plan for a factor of safety (hazards evaluation) FS between 1.4 and 1.5 is typically adequate for our purposes No Flow Slope Stability Analysis FS = tan Φ / tan Θ Where Φ is the effective -
SEISMIC ANALYSIS of SLIDING STRUCTURES BROCHARD D.- GANTENBEIN F. CEA Centre D'etudes Nucléaires De Saclay, 91
n 9 COMMISSARIAT A L'ENERGIE ATOMIQUE CENTRE D1ETUDES NUCLEAIRES DE 5ACLAY CEA-CONF —9990 Service de Documentation F9II9I GIF SUR YVETTE CEDEX Rl SEISMIC ANALYSIS OF SLIDING STRUCTURES BROCHARD D.- GANTENBEIN F. CEA Centre d'Etudes Nucléaires de Saclay, 91 - Gif-sur-Yvette (FR). Dept. d'Etudes Mécaniques et Thermiques Communication présentée à : SMIRT 10.' International Conference on Structural Mechanics in Reactor Technology Anaheim, CA (US) 14-18 Aug 1989 SEISHIC ANALYSIS OF SLIDING STRUCTURES D. Brochard, F. Gantenbein C.E.A.-C.E.N. Saclay - DEHT/SMTS/EHSI 91191 Gif sur Yvette Cedex 1. INTRODUCTION To lirait the seism effects, structures may be base isolated. A sliding system located between the structure and the support allows differential motion between them. The aim of this paper is the presentation of the method to calculate the res- ponse of the structure when the structure is represented by its elgenmodes, and the sliding phenomenon by the Coulomb friction model. Finally, an application to a simple structure shows the influence on the response of the main parameters (friction coefficient, stiffness,...). 2. COULOMB FRICTION HODEL Let us consider a stiff mass, layed on an horizontal support and submitted to an external force Fe (parallel to the support). When Fg is smaller than a limit force ? p there is no differential motion between the support and the mass and the friction force balances the external force. The limit force is written: Fj1 = \x Fn where \i is the friction coefficient and Fn the modulus of the normal force applied by the mass to the support (in this case, Fn is equal to the weight of the mass). -
Friction Physics Terms
Friction Physics terms • coefficient of friction • static friction • kinetic friction • rolling friction • viscous friction • air resistance Equations kinetic friction static friction rolling friction Models for friction The friction force is approximately equal to the normal force multiplied by a coefficient of friction. What is friction? Friction is a “catch-all” term that collectively refers to all forces which act to reduce motion between objects and the matter they contact. Friction often transforms the energy of motion into thermal energy or the wearing away of moving surfaces. Kinetic friction Kinetic friction is sliding friction. It is a force that resists sliding or skidding motion between two surfaces. If a crate is dragged to the right, friction points left. Friction acts in the opposite direction of the (relative) motion that produced it. Friction and the normal force Which takes more force to push over a rough floor? The board with the bricks, of course! The simplest model of friction states that frictional force is proportional to the normal force between two surfaces. If this weight triples, then the normal force also triples—and the force of friction triples too. A model for kinetic friction The force of kinetic friction Ff between two surfaces equals the coefficient of kinetic friction times the normal force . μk FN direction of motion The coefficient of friction is a constant that depends on both materials. Pairs of materials with more friction have a higher μk. ● Basically the μk tells you how many newtons of friction you get per newton of normal force. A model for kinetic friction The coefficient of friction μk is typically between 0 and 1. -
Diminishing Friction of Joint Surfaces As Initiating Factor for Destabilising Permafrost Rocks?
Geophysical Research Abstracts Vol. 12, EGU2010-3440-1, 2010 EGU General Assembly 2010 © Author(s) 2010 Diminishing friction of joint surfaces as initiating factor for destabilising permafrost rocks? Daniel Funk and Michael Krautblatter Department of Geogrpahy, University of Bonn, Germany ([email protected]) Degrading alpine permafrost due to changing climate conditions causes instabilities in steep rock slopes. Due to a lack in process understanding, the hazard is still difficult to asses in terms of its timing, location, magnitude and frequency. Current research is focused on ice within joints which is considered to be the key-factor. Monitoring of permafrost-induced rock failure comprises monitoring of temperature and moisture in rock-joints. The effect of low temperatures on the strength of intact rock and its mechanical relevance for shear strength has not been considered yet. But this effect is signifcant since compressive and tensile strength is reduced by up to 50% and more when rock thaws (Mellor, 1973). We hypotheisze, that the thawing of permafrost in rocks reduces the shear strength of joints by facilitating the shearing/damaging of asperities due to the drop of the compressive/tensile strength of rock. We think, that decreas- ing surface friction, a neglected factor in stability analysis, is crucial for the onset of destabilisation of permafrost rocks. A potential rock slide within the permafrost zone in the Wetterstein Mountains (Zugspitze, Germany) is the basis for the data we use for the empirical joint model of Barton (1973) to estimate the peak shear strength of the shear plane. Parameters are the JRC (joint roughness coefficient), the JCS (joint compressive strength) and the residual friction angle ('r). -
Slope Stability
SLOPE STABILITY Chapter 15 Omitted parts: Sections 15.13, 15.14,15.15 TOPICS Introduction Types of slope movements Concepts of Slope Stability Analysis Factor of Safety Stability of Infinite Slopes Stability of Finite Slopes with Plane Failure Surface o Culmann’s Method Stability of Finite Slopes with Circular Failure Surface o Mass Method o Method of Slices TOPICS Introduction Types of slope movements Concepts of Slope Stability Analysis Factor of Safety Stability of Infinite Slopes Stability of Finite Slopes with Plane Failure Surface o Culmann’s Method Stability of Finite Slopes with Circular Failure Surface o Mass Method o Method of Slices SLOPE STABILITY What is a Slope? An exposed ground surface that stands at an angle with the horizontal. Why do we need slope stability? In geotechnical engineering, the topic stability of slopes deals with: 1.The engineering design of slopes of man-made slopes in advance (a) Earth dams and embankments, (b) Excavated slopes, (c) Deep-seated failure of foundations and retaining walls. 2. The study of the stability of existing or natural slopes of earthworks and natural slopes. o In any case the ground not being level results in gravity components of the weight tending to move the soil from the high point to a lower level. When the component of gravity is large enough, slope failure can occur, i.e. the soil mass slide downward. o The stability of any soil slope depends on the shear strength of the soil typically expressed by friction angle (f) and cohesion (c). TYPES OF SLOPE Slopes can be categorized into two groups: A. -
Probing Biomechanical Properties with a Centrifugal Force Quartz Crystal Microbalance
ARTICLE Received 13 Nov 2013 | Accepted 17 Sep 2014 | Published 21 Oct 2014 DOI: 10.1038/ncomms6284 Probing biomechanical properties with a centrifugal force quartz crystal microbalance Aaron Webster1, Frank Vollmer1 & Yuki Sato2 Application of force on biomolecules has been instrumental in understanding biofunctional behaviour from single molecules to complex collections of cells. Current approaches, for example, those based on atomic force microscopy or magnetic or optical tweezers, are powerful but limited in their applicability as integrated biosensors. Here we describe a new force-based biosensing technique based on the quartz crystal microbalance. By applying centrifugal forces to a sample, we show it is possible to repeatedly and non-destructively interrogate its mechanical properties in situ and in real time. We employ this platform for the studies of micron-sized particles, viscoelastic monolayers of DNA and particles tethered to the quartz crystal microbalance surface by DNA. Our results indicate that, for certain types of samples on quartz crystal balances, application of centrifugal force both enhances sensitivity and reveals additional mechanical and viscoelastic properties. 1 Max Planck Institute for the Science of Light, Gu¨nther-Scharowsky-Str. 1/Bau 24, D-91058 Erlangen, Germany. 2 The Rowland Institute at Harvard, Harvard University, 100 Edwin H. Land Boulevard, Cambridge, Massachusetts 02142, USA. Correspondence and requests for materials should be addressed to A.W. (email: [email protected]). NATURE COMMUNICATIONS | 5:5284 | DOI: 10.1038/ncomms6284 | www.nature.com/naturecommunications 1 & 2014 Macmillan Publishers Limited. All rights reserved. ARTICLE NATURE COMMUNICATIONS | DOI: 10.1038/ncomms6284 here are few experimental techniques that allow the study surface of the crystal.