Earth Rotation and Deformation Signals Caused by Deep Earth Processes

Total Page:16

File Type:pdf, Size:1020Kb

Earth Rotation and Deformation Signals Caused by Deep Earth Processes EARTH ROTATION AND DEFORMATION SIGNALS CAUSED BY DEEP EARTH PROCESSES Andrew Watkins A Thesis Submitted to the Graduate College of Bowling Green State University in partial fulfillment of the requirements for the degree of MASTER OF SCIENCE December 2017 Committee: Yuning Fu, Advisor Richard Gross Marco Nardone Margaret Yacobucci ii ABSTRACT Yuning Fu, Advisor The length of a day on Earth (abbreviated LOD) is not exactly 24 hours. There is a small excess LOD that varies on timescales ranging from a few days to thousands of years, generally on the order of milliseconds. One characteristic of LOD variations is a sinusoidal component with a period of ~6 years. The cause of the ~6-year signal is unknown, but is generally suspected to be exchanges of angular momentum between the mantle and the core. This study aimed to test the hypothesis that the ~6-year LOD signal is due to coupling between the mantle and fluid outer core. The flow of the core’s fluid deforms the base of the mantle, leading to redistribution of Earth’s mass (causing changes in the gravitational field) and deformation of the overlying crust. Surface deformation data from a global network of high-precision Global Positioning System (GPS) stations was analyzed, and the component that acts on the ~6-year timescale was isolated and inverted for the core’s flow. Resulting angular momentum changes were computed for the outer core and compared to the LOD signal to search for evidence of core-mantle coupling. Outer core angular momentum changes obtained from GPS deformation data exhibit evidence of the suspected core-mantle coupling, but this result is sensitive to inversion parameters. Changes in the gravitational field were also modeled and found to be smaller than the errors in the currently available data. iii ACKNOWLEDGEMENTS I would like to thank Yuning Fu, Richard Gross (JPL), Peg Yacobucci, and Marco Nardone for their support and guidance during this project, and for their willingness to serve as members of my thesis committee. I would also like to thank Mike Heflin (JPL), Mike Chin (JPL), and Ming Fang (MIT) for their helpful comments. Finally, this thesis would not be possible if not for the work of previous researchers in this field, and of those who have contributed to the production of datasets used in this project. iv TABLE OF CONTENTS Page 1. INTRODUCTION .…………………………………………………………………........ 1 2. BACKGROUND AND METHODS ................................................................................. 4 2.1. LOD Signal Isolation .......................................................................................... 4 2.2. Deformation Signal Isolation .............................................................................. 7 2.3. Inversion for the Outer Core’s Flow ................................................................... 10 2.3.1. Physical Model and Discretization ...................................................... 10 2.3.2. Staggered Inversion Approach ............................................................. 12 2.3.3. Geostrophic Flow Solutions ................................................................. 15 2.3.4. Angular Momentum Solutions ............................................................. 18 2.4. Gravitational Field Changes ............................................................................... 21 2.5. Error Estimation .................................................................................................. 24 2.6. Robustness Test .................................................................................................. 26 2.7. Values of Physical Parameters ............................................................................ 27 3. RESULTS .......................................................................................................................... 29 3.1. LOD Signal and Solid Earth Angular Momentum ............................................. 29 3.2. Deformation Signal ............................................................................................. 31 3.3. Outer Core Pressure and Flow ............................................................................ 36 3.4. Outer Core Angular Momentum ......................................................................... 37 3.5. Modeled Gravitational Field Changes ................................................................ 40 4. DISCUSSION AND CONCLUSION ............................................................................... 42 REFERENCES ...................................................................................................................... 47 v LIST OF FIGURES Figure Page 1.1 Decadal LOD Signals From the Outer Core .............................................................. 2 2.1. Spectral Properties of Loading Removal ................................................................... 10 2.2. Spatial Distribution of GPS Stations I ....................................................................... 13 2.3. Spatial Distribution of Grid Cells .............................................................................. 15 2.4. Geometry of the Direction Vector ............................................................................. 17 2.5. Geometry of Taylor’s Constraint ............................................................................... 18 2.6. Geometry of a Cylindrical Annulus ........................................................................... 21 3.1. Surface Fluid Effects on LOD ................................................................................... 29 3.2. Spectral Properties of LOD Signal Isolation ............................................................. 30 3.3. Rotation Signals of the Mantle and Crust .................................................................. 30 3.4. Spectral Properties of Deformation Signal Isolation I ............................................... 31 3.5. Spectral Properties of Deformation Signal Isolation II .............................................. 32 3.6. Spectral Properties of Deformation Signal Isolation III ............................................ 32 3.7. Spatial Distribution of GPS Stations II ...................................................................... 33 3.8. Spatial Distribution of GPS Stations III..................................................................... 34 3.9. Spatial Distribution of GPS Stations IV .................................................................... 34 3.10. Deformation Signal Size ............................................................................................ 35 3.11. Circulating Flow ........................................................................................................ 36 3.12. Latitudinal Flow ......................................................................................................... 37 3.13. Interannual Angular Momentum Signals I ................................................................ 38 3.14. Interannual Angular Momentum Signals II ............................................................... 39 vi 3.15. Interannual Angular Momentum Signals III .............................................................. 39 3.16. Modeled Gravitational Field Changes I ..................................................................... 40 3.17. Modeled Gravitational Field Changes II .................................................................... 41 4.1. Columnar Flow .......................................................................................................... 44 vii LIST OF TABLES Table Page 2.1. Inversion Acronyms ................................................................................................... 27 2.2. Values of Physical Parameters ................................................................................... 27 1 1. INTRODUCTION Earth is a complex system with many related components. One feature of this system is that components directly accessible at the surface are affected by inaccessible components deep below the crust. These effects are opportunities, as they provide a means to investigate deep Earth processes which are otherwise elusive. The fluid outer core is an illustrative example of such an inaccessible component. Clues about the core are available in the form of the geomagnetic field, gravitational field variations, surface deformation, and length of day (LOD) variations. This study made use of the latter three observations to investigate the outer core’s behavior on sub-decadal timescales. Measurements of LOD are made at Earth’s surface and are therefore related to the angular velocity of the solid Earth (crust and mantle). In general, the angular momentum L = Iω of a body rotating about a fixed axis is conserved, where ω is the body’s angular velocity and I, called the moment of inertia, is related to the body’s mass distribution (Barger and Olsson, 1994). The principle of conservation of angular momentum is therefore a valuable means of investigating Earth’s rotation, and requires either mass redistribution or some external torque to explain LOD variations. Previous investigations have established the outer core as one important source of torque on the solid Earth (Gross 2015). In these investigations, variations in the geomagnetic field were used to determine changes in the outer core’s flow and angular momentum L%&. Researchers found that a torque coupling the ∆L%& to the solid Earth would cause LOD changes that agree well with measured
Recommended publications
  • 10-1 CHAPTER 10 DEFORMATION 10.1 Stress-Strain Diagrams And
    EN380 Naval Materials Science and Engineering Course Notes, U.S. Naval Academy CHAPTER 10 DEFORMATION 10.1 Stress-Strain Diagrams and Material Behavior 10.2 Material Characteristics 10.3 Elastic-Plastic Response of Metals 10.4 True stress and strain measures 10.5 Yielding of a Ductile Metal under a General Stress State - Mises Yield Condition. 10.6 Maximum shear stress condition 10.7 Creep Consider the bar in figure 1 subjected to a simple tension loading F. Figure 1: Bar in Tension Engineering Stress () is the quotient of load (F) and area (A). The units of stress are normally pounds per square inch (psi). = F A where: is the stress (psi) F is the force that is loading the object (lb) A is the cross sectional area of the object (in2) When stress is applied to a material, the material will deform. Elongation is defined as the difference between loaded and unloaded length ∆푙 = L - Lo where: ∆푙 is the elongation (ft) L is the loaded length of the cable (ft) Lo is the unloaded (original) length of the cable (ft) 10-1 EN380 Naval Materials Science and Engineering Course Notes, U.S. Naval Academy Strain is the concept used to compare the elongation of a material to its original, undeformed length. Strain () is the quotient of elongation (e) and original length (L0). Engineering Strain has no units but is often given the units of in/in or ft/ft. ∆푙 휀 = 퐿 where: is the strain in the cable (ft/ft) ∆푙 is the elongation (ft) Lo is the unloaded (original) length of the cable (ft) Example Find the strain in a 75 foot cable experiencing an elongation of one inch.
    [Show full text]
  • Impulse and Momentum
    Impulse and Momentum All particles with mass experience the effects of impulse and momentum. Momentum and inertia are similar concepts that describe an objects motion, however inertia describes an objects resistance to change in its velocity, and momentum refers to the magnitude and direction of it's motion. Momentum is an important parameter to consider in many situations such as braking in a car or playing a game of billiards. An object can experience both linear momentum and angular momentum. The nature of linear momentum will be explored in this module. This section will discuss momentum and impulse and the interconnection between them. We will explore how energy lost in an impact is accounted for and the relationship of momentum to collisions between two bodies. This section aims to provide a better understanding of the fundamental concept of momentum. Understanding Momentum Any body that is in motion has momentum. A force acting on a body will change its momentum. The momentum of a particle is defined as the product of the mass multiplied by the velocity of the motion. Let the variable represent momentum. ... Eq. (1) The Principle of Momentum Recall Newton's second law of motion. ... Eq. (2) This can be rewritten with accelleration as the derivate of velocity with respect to time. ... Eq. (3) If this is integrated from time to ... Eq. (4) Moving the initial momentum to the other side of the equation yields ... Eq. (5) Here, the integral in the equation is the impulse of the system; it is the force acting on the mass over a period of time to .
    [Show full text]
  • SMALL DEFORMATION RHEOLOGY for CHARACTERIZATION of ANHYDROUS MILK FAT/RAPESEED OIL SAMPLES STINE RØNHOLT1,3*, KELL MORTENSEN2 and JES C
    bs_bs_banner A journal to advance the fundamental understanding of food texture and sensory perception Journal of Texture Studies ISSN 1745-4603 SMALL DEFORMATION RHEOLOGY FOR CHARACTERIZATION OF ANHYDROUS MILK FAT/RAPESEED OIL SAMPLES STINE RØNHOLT1,3*, KELL MORTENSEN2 and JES C. KNUDSEN1 1Department of Food Science, University of Copenhagen, Rolighedsvej 30, DK-1958 Frederiksberg C, Denmark 2Niels Bohr Institute, University of Copenhagen, Copenhagen Ø, Denmark KEYWORDS ABSTRACT Method optimization, milk fat, physical properties, rapeseed oil, rheology, structural Samples of anhydrous milk fat and rapeseed oil were characterized by small analysis, texture evaluation amplitude oscillatory shear rheology using nine different instrumental geometri- cal combinations to monitor elastic modulus (G′) and relative deformation 3 + Corresponding author. TEL: ( 45)-2398-3044; (strain) at fracture. First, G′ was continuously recorded during crystallization in a FAX: (+45)-3533-3190; EMAIL: fluted cup at 5C. Second, crystallization of the blends occurred for 24 h, at 5C, in [email protected] *Present Address: Department of Pharmacy, external containers. Samples were gently cut into disks or filled in the rheometer University of Copenhagen, Universitetsparken prior to analysis. Among the geometries tested, corrugated parallel plates with top 2, 2100 Copenhagen Ø, Denmark. and bottom temperature control are most suitable due to reproducibility and dependence on shear and strain. Similar levels for G′ were obtained for samples Received for Publication May 14, 2013 measured with parallel plate setup and identical samples crystallized in situ in the Accepted for Publication August 5, 2013 geometry. Samples measured with other geometries have G′ orders of magnitude lower than identical samples crystallized in situ.
    [Show full text]
  • What Is Hooke's Law? 16 February 2015, by Matt Williams
    What is Hooke's Law? 16 February 2015, by Matt Williams Like so many other devices invented over the centuries, a basic understanding of the mechanics is required before it can so widely used. In terms of springs, this means understanding the laws of elasticity, torsion and force that come into play – which together are known as Hooke's Law. Hooke's Law is a principle of physics that states that the that the force needed to extend or compress a spring by some distance is proportional to that distance. The law is named after 17th century British physicist Robert Hooke, who sought to demonstrate the relationship between the forces applied to a spring and its elasticity. He first stated the law in 1660 as a Latin anagram, and then published the solution in 1678 as ut tensio, sic vis – which translated, means "as the extension, so the force" or "the extension is proportional to the force"). This can be expressed mathematically as F= -kX, where F is the force applied to the spring (either in the form of strain or stress); X is the displacement A historical reconstruction of what Robert Hooke looked of the spring, with a negative value demonstrating like, painted in 2004 by Rita Greer. Credit: that the displacement of the spring once it is Wikipedia/Rita Greer/FAL stretched; and k is the spring constant and details just how stiff it is. Hooke's law is the first classical example of an The spring is a marvel of human engineering and explanation of elasticity – which is the property of creativity.
    [Show full text]
  • Infinitesimal Strain
    GG303 Lecture 15 8/24/03 1 FINITE STRAIN AND INFINITESIMAL STRAIN I Main Topics (on infinitesimal strain) A The finite strain tensor [E] B Deformation paths for finite strain C Infinitesimal strain and the infinitesimal strain tensor ε II The finite strain tensor [E] A Used to find the changes in the squares of lengths of line segments in a deformed body. B Definition of [E] in terms of the deformation gradient tensor [F] Recall the coordinate transformation equations: x′ abx 1 = or [] X′ = [][] F X y′ cdy dx′ abdx 2 = or [] dX′ = [][] F dX dy′ cddy dx T If = []dX, then [ dx dy ]= [] dX ; transposing a matrix is switching dy its rows and columns 222 dx TT 3 ()ds= () dx+ () dy= [] dx dy = [][]dX dX= [][][] dX I dX , dy 10 where I = is the identity matrix. 01 222 dx′ T 4 ()ds′ = () dx′ + () dy′ = [] dx′′ dy = []dX′ [] dX′ dy′ Now dX’ can be expressed as [F][dX] (see eq. II.B.2). Making this substitution into eq. (4) and proceeding with the algebra 2 T TT 5 ()ds′ = [][][] F dX[][][] F dX= [][] dX F[][] F dX 22 TT T 6 ()ds′ − () ds′ = [][] dX F[][] F dX− [][][] dX I dX 22 TT 7 ()ds′ − () ds′ = [][] dX[] F[] F− I[] dX 1 221 TT T 8 ()ds′ − () ds′ = [][] dX F[] F− I[] dX≡ [][][] dX E dX 2{}2 [] 1 T 9 []EF≡ [][]FI− = finite strain tensor 2[] Stephen Martel 15-1 University of Hawaii GG303 Lecture 15 8/24/03 2 IIIDeformation paths Consider two different finite strains described by the following two coordinate transformation equations: ′ ab ax by x1 11x 11+ = = = []FX1 [] y ′ cdy cx+ dy A 1 11 11 Deformation 1 ′ ab ax by
    [Show full text]
  • 20. Rheology & Linear Elasticity
    20. Rheology & Linear Elasticity I Main Topics A Rheology: Macroscopic deformation behavior B Linear elasticity for homogeneous isotropic materials 10/29/18 GG303 1 20. Rheology & Linear Elasticity Viscous (fluid) Behavior http://manoa.hawaii.edu/graduate/content/slide-lava 10/29/18 GG303 2 20. Rheology & Linear Elasticity Ductile (plastic) Behavior http://www.hilo.hawaii.edu/~csav/gallery/scientists/LavaHammerL.jpg http://hvo.wr.usgs.gov/kilauea/update/images.html 10/29/18 GG303 3 http://upload.wikimedia.org/wikipedia/commons/8/89/Ropy_pahoehoe.jpg 20. Rheology & Linear Elasticity Elastic Behavior https://thegeosphere.pbworks.com/w/page/24663884/Sumatra http://www.earth.ox.ac.uk/__Data/assets/image/0006/3021/seismic_hammer.jpg 10/29/18 GG303 4 20. Rheology & Linear Elasticity Brittle Behavior (fracture) 10/29/18 GG303 5 http://upload.wikimedia.org/wikipedia/commons/8/89/Ropy_pahoehoe.jpg 20. Rheology & Linear Elasticity II Rheology: Macroscopic deformation behavior A Elasticity 1 Deformation is reversible when load is removed 2 Stress (σ) is related to strain (ε) 3 Deformation is not time dependent if load is constant 4 Examples: Seismic (acoustic) waves, http://www.fordogtrainers.com rubber ball 10/29/18 GG303 6 20. Rheology & Linear Elasticity II Rheology: Macroscopic deformation behavior A Elasticity 1 Deformation is reversible when load is removed 2 Stress (σ) is related to strain (ε) 3 Deformation is not time dependent if load is constant 4 Examples: Seismic (acoustic) waves, rubber ball 10/29/18 GG303 7 20. Rheology & Linear Elasticity II Rheology: Macroscopic deformation behavior B Viscosity 1 Deformation is irreversible when load is removed 2 Stress (σ) is related to strain rate (ε ! ) 3 Deformation is time dependent if load is constant 4 Examples: Lava flows, corn syrup http://wholefoodrecipes.net 10/29/18 GG303 8 20.
    [Show full text]
  • Multidisciplinary Design Project Engineering Dictionary Version 0.0.2
    Multidisciplinary Design Project Engineering Dictionary Version 0.0.2 February 15, 2006 . DRAFT Cambridge-MIT Institute Multidisciplinary Design Project This Dictionary/Glossary of Engineering terms has been compiled to compliment the work developed as part of the Multi-disciplinary Design Project (MDP), which is a programme to develop teaching material and kits to aid the running of mechtronics projects in Universities and Schools. The project is being carried out with support from the Cambridge-MIT Institute undergraduate teaching programe. For more information about the project please visit the MDP website at http://www-mdp.eng.cam.ac.uk or contact Dr. Peter Long Prof. Alex Slocum Cambridge University Engineering Department Massachusetts Institute of Technology Trumpington Street, 77 Massachusetts Ave. Cambridge. Cambridge MA 02139-4307 CB2 1PZ. USA e-mail: [email protected] e-mail: [email protected] tel: +44 (0) 1223 332779 tel: +1 617 253 0012 For information about the CMI initiative please see Cambridge-MIT Institute website :- http://www.cambridge-mit.org CMI CMI, University of Cambridge Massachusetts Institute of Technology 10 Miller’s Yard, 77 Massachusetts Ave. Mill Lane, Cambridge MA 02139-4307 Cambridge. CB2 1RQ. USA tel: +44 (0) 1223 327207 tel. +1 617 253 7732 fax: +44 (0) 1223 765891 fax. +1 617 258 8539 . DRAFT 2 CMI-MDP Programme 1 Introduction This dictionary/glossary has not been developed as a definative work but as a useful reference book for engi- neering students to search when looking for the meaning of a word/phrase. It has been compiled from a number of existing glossaries together with a number of local additions.
    [Show full text]
  • Ductile Deformation - Concepts of Finite Strain
    327 Ductile deformation - Concepts of finite strain Deformation includes any process that results in a change in shape, size or location of a body. A solid body subjected to external forces tends to move or change its displacement. These displacements can involve four distinct component patterns: - 1) A body is forced to change its position; it undergoes translation. - 2) A body is forced to change its orientation; it undergoes rotation. - 3) A body is forced to change size; it undergoes dilation. - 4) A body is forced to change shape; it undergoes distortion. These movement components are often described in terms of slip or flow. The distinction is scale- dependent, slip describing movement on a discrete plane, whereas flow is a penetrative movement that involves the whole of the rock. The four basic movements may be combined. - During rigid body deformation, rocks are translated and/or rotated but the original size and shape are preserved. - If instead of moving, the body absorbs some or all the forces, it becomes stressed. The forces then cause particle displacement within the body so that the body changes its shape and/or size; it becomes deformed. Deformation describes the complete transformation from the initial to the final geometry and location of a body. Deformation produces discontinuities in brittle rocks. In ductile rocks, deformation is macroscopically continuous, distributed within the mass of the rock. Instead, brittle deformation essentially involves relative movements between undeformed (but displaced) blocks. Finite strain jpb, 2019 328 Strain describes the non-rigid body deformation, i.e. the amount of movement caused by stresses between parts of a body.
    [Show full text]
  • On the Path-Dependence of the J-Integral Near a Stationary Crack in an Elastic-Plastic Material
    On the Path-Dependence of the J-integral Near a Stationary Crack in an Elastic-Plastic Material Dorinamaria Carka and Chad M. Landis∗ The University of Texas at Austin, Department of Aerospace Engineering and Engineering Mechanics, 210 East 24th Street, C0600, Austin, TX 78712-0235 Abstract The path-dependence of the J-integral is investigated numerically, via the finite element method, for a range of loadings, Poisson's ratios, and hardening exponents within the context of J2-flow plasticity. Small-scale yielding assumptions are employed using Dirichlet-to-Neumann map boundary conditions on a circular boundary that encloses the plastic zone. This construct allows for a dense finite element mesh within the plastic zone and accurate far-field boundary conditions. Details of the crack tip field that have been computed previously by others, including the existence of an elastic sector in Mode I loading, are confirmed. The somewhat unexpected result is that J for a contour approaching zero radius around the crack tip is approximately 18% lower than the far-field value for Mode I loading for Poisson’s ratios characteristic of metals. In contrast, practically no path-dependence is found for Mode II. The applications of T or S stresses, whether applied proportionally with the K-field or prior to K, have only a modest effect on the path-dependence. Keywords: elasto-plastic fracture mechanics, small scale yielding, path-dependence of the J-integral, finite element methods 1. Introduction The J-integral as introduced by Eshelby [1,2] and Rice [3] is perhaps the most useful quantity for the analysis of the mechanical fields near crack tips in both linear elastic and non-linear elastic materials.
    [Show full text]
  • Introduction to FINITE STRAIN THEORY for CONTINUUM ELASTO
    RED BOX RULES ARE FOR PROOF STAGE ONLY. DELETE BEFORE FINAL PRINTING. WILEY SERIES IN COMPUTATIONAL MECHANICS HASHIGUCHI WILEY SERIES IN COMPUTATIONAL MECHANICS YAMAKAWA Introduction to for to Introduction FINITE STRAIN THEORY for CONTINUUM ELASTO-PLASTICITY CONTINUUM ELASTO-PLASTICITY KOICHI HASHIGUCHI, Kyushu University, Japan Introduction to YUKI YAMAKAWA, Tohoku University, Japan Elasto-plastic deformation is frequently observed in machines and structures, hence its prediction is an important consideration at the design stage. Elasto-plasticity theories will FINITE STRAIN THEORY be increasingly required in the future in response to the development of new and improved industrial technologies. Although various books for elasto-plasticity have been published to date, they focus on infi nitesimal elasto-plastic deformation theory. However, modern computational THEORY STRAIN FINITE for CONTINUUM techniques employ an advanced approach to solve problems in this fi eld and much research has taken place in recent years into fi nite strain elasto-plasticity. This book describes this approach and aims to improve mechanical design techniques in mechanical, civil, structural and aeronautical engineering through the accurate analysis of fi nite elasto-plastic deformation. ELASTO-PLASTICITY Introduction to Finite Strain Theory for Continuum Elasto-Plasticity presents introductory explanations that can be easily understood by readers with only a basic knowledge of elasto-plasticity, showing physical backgrounds of concepts in detail and derivation processes
    [Show full text]
  • The Effect of Transverse Shear Deformation on the Bending of Elastic Shells of Revolution*
    41 THE EFFECT OF TRANSVERSE SHEAR DEFORMATION ON THE BENDING OF ELASTIC SHELLS OF REVOLUTION* BT P. M. NAGHDI University of Michigan 1. Introduction. The classical theory of thin elastic shells of revolution with small axisymmetric displacements, due to H. Reissner [1] for spherical shells of uniform thick- ness, and Meissner [2, 3] for the general shells of revolution, was recently reconsidered by E. Reissner [4], where reference to the historical development of the subject may be found. Although the formulation of the linear theory and the resulting differential equations contained in [4] differ only slightly from those of H. Reissner and Meissner, they offer certain advantages not revealed in earlier formulations. As has been recently pointed out, the improvement of the linear theory of thin shells, by inclusion of the effects of both transverse shear deformation and normal stress, requires the formulation of suitable stress strain relations and appropriate boundary conditions which, for shells of uniform thickness, have been very recently carried out by E. Reissner [5] and the present author [6]**. The latter also contains explicit stress strain relations when only the effect of transverse shear deformation is fully accounted for but that of normal stress is neglected. The present paper is concerned with the small axisymmetric deformation of elastic shells of revolution, where only the effect of transverse shear deformation is retained. The basic equations which include the appropriate expression for the transverse (shear) stress resultant due to the variation in thickness, are reduced to two simultaneous second-order differential equations in two suitable dependent variables. These equations are then combined into a single complex differential equation which is valid for shells of uniform thickness, as well as for a large class of variable thickness.
    [Show full text]
  • Pure Bending & Shear Deformation
    THEORY OF THE FOUR POINT DYNAMIC BENDING TEST PART IV: PURE BENDING & SHEAR DEFORMATION IMPORTANT NOTICE March 8 & 9 ; 2007 In the original report the coefficient in the formula for the effective cross area (denoted by: {,}BH , for the shear force), is taken equal to 2/3. Just st before the 1 European 4PB workshop on March 8 & 9; 2007 it was concluded, based on ABACUS FEM calculations, that a value of 0,85 was more appropriated and leads to: = 0,85.B.H THEORY OF THE FOUR POINT DYNAMIC BENDING TEST PART IV: PURE BENDING & SHEAR DEFORMATION AUTHOR: A.C. PRONK DATE: 1ST CONCEPT SEPTEMBER 2002 FINISHED MAY 2007 Abstract This report deals with the commonly neglected influences of shear forces on the measured deflections in the dynamic four point bending test. The report forms the fourth part in the series of reports on the “Theory of the Four Point Dynamic Bending Test”. It is world wide adopted that for a bending test in which the ratio of the (effective) length or span of the beam and the height of the beam is above a factor 8 the deflection due to shear forces can be neglected. This judgement is based on a comparison between the differential equations for pseudo-static bending tests. In this report the complete analytical solutions are derived for cyclic bending test conditions. It is shown that the deflection part due to shear forces is around 5% of the total deflection. For a good understanding of the theory it is advised to use Part I and II of the series on the Theory of the Four Point Bending Test next to this report.
    [Show full text]