Crevasse Patterns and the Strain-Rate Tensor: a High-Resolution Comparison
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University Microfilms, Inc., Ann Arbor, Michigan GEOLOGY of the SCOTT GLACIER and WISCONSIN RANGE AREAS, CENTRAL TRANSANTARCTIC MOUNTAINS, ANTARCTICA
This dissertation has been /»OOAOO m icrofilm ed exactly as received MINSHEW, Jr., Velon Haywood, 1939- GEOLOGY OF THE SCOTT GLACIER AND WISCONSIN RANGE AREAS, CENTRAL TRANSANTARCTIC MOUNTAINS, ANTARCTICA. The Ohio State University, Ph.D., 1967 Geology University Microfilms, Inc., Ann Arbor, Michigan GEOLOGY OF THE SCOTT GLACIER AND WISCONSIN RANGE AREAS, CENTRAL TRANSANTARCTIC MOUNTAINS, ANTARCTICA DISSERTATION Presented in Partial Fulfillment of the Requirements for the Degree Doctor of Philosophy in the Graduate School of The Ohio State University by Velon Haywood Minshew, Jr. B.S., M.S, The Ohio State University 1967 Approved by -Adviser Department of Geology ACKNOWLEDGMENTS This report covers two field seasons in the central Trans- antarctic Mountains, During this time, the Mt, Weaver field party consisted of: George Doumani, leader and paleontologist; Larry Lackey, field assistant; Courtney Skinner, field assistant. The Wisconsin Range party was composed of: Gunter Faure, leader and geochronologist; John Mercer, glacial geologist; John Murtaugh, igneous petrclogist; James Teller, field assistant; Courtney Skinner, field assistant; Harry Gair, visiting strati- grapher. The author served as a stratigrapher with both expedi tions . Various members of the staff of the Department of Geology, The Ohio State University, as well as some specialists from the outside were consulted in the laboratory studies for the pre paration of this report. Dr. George E. Moore supervised the petrographic work and critically reviewed the manuscript. Dr. J. M. Schopf examined the coal and plant fossils, and provided information concerning their age and environmental significance. Drs. Richard P. Goldthwait and Colin B. B. Bull spent time with the author discussing the late Paleozoic glacial deposits, and reviewed portions of the manuscript. -
Engineering Viscoelasticity
ENGINEERING VISCOELASTICITY David Roylance Department of Materials Science and Engineering Massachusetts Institute of Technology Cambridge, MA 02139 October 24, 2001 1 Introduction This document is intended to outline an important aspect of the mechanical response of polymers and polymer-matrix composites: the field of linear viscoelasticity. The topics included here are aimed at providing an instructional introduction to this large and elegant subject, and should not be taken as a thorough or comprehensive treatment. The references appearing either as footnotes to the text or listed separately at the end of the notes should be consulted for more thorough coverage. Viscoelastic response is often used as a probe in polymer science, since it is sensitive to the material’s chemistry and microstructure. The concepts and techniques presented here are important for this purpose, but the principal objective of this document is to demonstrate how linear viscoelasticity can be incorporated into the general theory of mechanics of materials, so that structures containing viscoelastic components can be designed and analyzed. While not all polymers are viscoelastic to any important practical extent, and even fewer are linearly viscoelastic1, this theory provides a usable engineering approximation for many applications in polymer and composites engineering. Even in instances requiring more elaborate treatments, the linear viscoelastic theory is a useful starting point. 2 Molecular Mechanisms When subjected to an applied stress, polymers may deform by either or both of two fundamen- tally different atomistic mechanisms. The lengths and angles of the chemical bonds connecting the atoms may distort, moving the atoms to new positions of greater internal energy. -
Project ICEFLOW
ICEFLOW: short-term movements in the Cryosphere Bas Altena Department of Geosciences, University of Oslo. now at: Institute for Marine and Atmospheric research, Utrecht University. Bas Altena, project Iceflow geometric properties from optical remote sensing Bas Altena, project Iceflow Sentinel-2 Fast flow through icefall [published] Ensemble matching of repeat satellite images applied to measure fast-changing ice flow, verified with mountain climber trajectories on Khumbu icefall, Mount Everest. Journal of Glaciology. [outreach] see also ESA Sentinel Online: Copernicus Sentinel-2 monitors glacier icefall, helping climbers ascend Mount Everest Bas Altena, project Iceflow Sentinel-2 Fast flow through icefall 0 1 2 km glacier surface speed [meter/day] Khumbu Glacier 0.2 0.4 0.6 0.8 1.0 1.2 Mt. Everest 300 1800 1200 600 0 2/4 right 0 5/4 4/4 left 4/4 2/4 R 3/4 L -300 terrain slope [deg] Nuptse surface velocity contours Western Chm interval per 1/4 [meter/day] 10◦ 20◦ 30◦ 40◦ [outreach] see also Adventure Mountain: Mount Everest: The way the Khumbu Icefall flows Bas Altena, project Iceflow Sentinel-2 Fast flow through icefall ∆H Ut=2000 U t=2020 H internal velocity profile icefall α 2A @H 3 U = − 3+2 H tan αρgH @x MSc thesis research at Wageningen University Bas Altena, project Iceflow Quantifying precision in velocity products 557 200 557 600 7 666 200 NCC 7 666 000 score 1 7 665 800 Θ 0.5 0 7 665 600 557 460 557 480 557 500 557 520 7 665 800 search space zoom in template/chip correlation surface 7 666 200 7 666 200 7 666 000 7 666 000 7 665 800 7 665 800 7 665 600 7 665 600 557 200 557 600 557 200 557 600 [submitted] Dispersion estimation of remotely sensed glacier displacements for better error propagation. -
List of Place-Names in Antarctica Introduced by Poland in 1978-1990
POLISH POLAR RESEARCH 13 3-4 273-302 1992 List of place-names in Antarctica introduced by Poland in 1978-1990 The place-names listed here in alphabetical order, have been introduced to the areas of King George Island and parts of Nelson Island (West Antarctica), and the surroundings of A. B. Dobrowolski Station at Bunger Hills (East Antarctica) as the result of Polish activities in these regions during the period of 1977-1990. The place-names connected with the activities of the Polish H. Arctowski Station have been* published by Birkenmajer (1980, 1984) and Tokarski (1981). Some of them were used on the Polish maps: 1:50,000 Admiralty Bay and 1:5,000 Lions Rump. The sheet reference is to the maps 1:200,000 scale, British Antarctic Territory, South Shetland Islands, published in 1968: King George Island (sheet W 62 58) and Bridgeman Island (Sheet W 62 56). The place-names connected with the activities of the Polish A. B. Dobrowolski Station have been published by Battke (1985) and used on the map 1:5,000 Antarctic Territory — Bunger Oasis. Agat Point. 6211'30" S, 58'26" W (King George Island) Small basaltic promontory with numerous agates (hence the name), immediately north of Staszek Cove. Admiralty Bay. Sheet W 62 58. Polish name: Przylądek Agat (Birkenmajer, 1980) Ambona. 62"09'30" S, 58°29' W (King George Island) Small rock ledge, 85 m a. s. 1. {ambona, Pol. = pulpit), above Arctowski Station, Admiralty Bay, Sheet W 62 58 (Birkenmajer, 1980). Andrzej Ridge. 62"02' S, 58° 13' W (King George Island) Ridge in Rose Peak massif, Arctowski Mountains. -
Guide to Rheological Nomenclature: Measurements in Ceramic Particulate Systems
NfST Nisr National institute of Standards and Technology Technology Administration, U.S. Department of Commerce NIST Special Publication 946 Guide to Rheological Nomenclature: Measurements in Ceramic Particulate Systems Vincent A. Hackley and Chiara F. Ferraris rhe National Institute of Standards and Technology was established in 1988 by Congress to "assist industry in the development of technology . needed to improve product quality, to modernize manufacturing processes, to ensure product reliability . and to facilitate rapid commercialization ... of products based on new scientific discoveries." NIST, originally founded as the National Bureau of Standards in 1901, works to strengthen U.S. industry's competitiveness; advance science and engineering; and improve public health, safety, and the environment. One of the agency's basic functions is to develop, maintain, and retain custody of the national standards of measurement, and provide the means and methods for comparing standards used in science, engineering, manufacturing, commerce, industry, and education with the standards adopted or recognized by the Federal Government. As an agency of the U.S. Commerce Department's Technology Administration, NIST conducts basic and applied research in the physical sciences and engineering, and develops measurement techniques, test methods, standards, and related services. The Institute does generic and precompetitive work on new and advanced technologies. NIST's research facilities are located at Gaithersburg, MD 20899, and at Boulder, CO 80303. -
Navier-Stokes-Equation
Math 613 * Fall 2018 * Victor Matveev Derivation of the Navier-Stokes Equation 1. Relationship between force (stress), stress tensor, and strain: Consider any sub-volume inside the fluid, with variable unit normal n to the surface of this sub-volume. Definition: Force per area at each point along the surface of this sub-volume is called the stress vector T. When fluid is not in motion, T is pointing parallel to the outward normal n, and its magnitude equals pressure p: T = p n. However, if there is shear flow, the two are not parallel to each other, so we need a marix (a tensor), called the stress-tensor , to express the force direction relative to the normal direction, defined as follows: T Tn or Tnkjjk As we will see below, σ is a symmetric matrix, so we can also write Tn or Tnkkjj The difference in directions of T and n is due to the non-diagonal “deviatoric” part of the stress tensor, jk, which makes the force deviate from the normal: jkp jk jk where p is the usual (scalar) pressure From general considerations, it is clear that the only source of such “skew” / ”deviatoric” force in fluid is the shear component of the flow, described by the shear (non-diagonal) part of the “strain rate” tensor e kj: 2 1 jk2ee jk mm jk where euujk j k k j (strain rate tensro) 3 2 Note: the funny construct 2/3 guarantees that the part of proportional to has a zero trace. The two terms above represent the most general (and the only possible) mathematical expression that depends on first-order velocity derivatives and is invariant under coordinate transformations like rotations. -
P1616 Text-Only PDF File
A Geologic Guide to Wrangell–Saint Elias National Park and Preserve, Alaska A Tectonic Collage of Northbound Terranes By Gary R. Winkler1 With contributions by Edward M. MacKevett, Jr.,2 George Plafker,3 Donald H. Richter,4 Danny S. Rosenkrans,5 and Henry R. Schmoll1 Introduction region—his explorations of Malaspina Glacier and Mt. St. Elias—characterized the vast mountains and glaciers whose realms he invaded with a sense of astonishment. His descrip Wrangell–Saint Elias National Park and Preserve (fig. tions are filled with superlatives. In the ensuing 100+ years, 6), the largest unit in the U.S. National Park System, earth scientists have learned much more about the geologic encompasses nearly 13.2 million acres of geological won evolution of the parklands, but the possibility of astonishment derments. Furthermore, its geologic makeup is shared with still is with us as we unravel the results of continuing tectonic contiguous Tetlin National Wildlife Refuge in Alaska, Kluane processes along the south-central Alaska continental margin. National Park and Game Sanctuary in the Yukon Territory, the Russell’s superlatives are justified: Wrangell–Saint Elias Alsek-Tatshenshini Provincial Park in British Columbia, the is, indeed, an awesome collage of geologic terranes. Most Cordova district of Chugach National Forest and the Yakutat wonderful has been the continuing discovery that the disparate district of Tongass National Forest, and Glacier Bay National terranes are, like us, invaders of a sort with unique trajectories Park and Preserve at the north end of Alaska’s panhan and timelines marking their northward journeys to arrive in dle—shared landscapes of awesome dimensions and classic today’s parklands. -
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. -
Of the Tasman Glacier
1 ICE DYNAMICS OF THE HAUPAPA/TASMAN GLACIER MEASURED AT HIGH SPATIAL AND TEMPORAL RESOLUTION, AORAKI/MOUNT COOK, NEW ZEALAND A THESIS Presented to the School of Geography, Environment and Earth Sciences Victoria University of Wellington In Partial Fulfilment of the Requirements for the Degree of MASTERS OF SCIENCE By Edmond Anderson Lui, B.Sc., GradDipEnvLaw Wellington, New Zealand October, 2016 2 TABLE OF CONTENTS SIGNATURE PAGE .................................................................................................................... TITLE PAGE ............................................................................................................................................... 1 TABLE OF CONTENTS .......................................................................................................................... 2 LIST OF FIGURES ..................................................................................................................................... 5 LIST OF TABLES ....................................................................................................................................... 9 LIST OF EQUATIONS ...........................................................................................................................10 ACKNOWLEDGEMENTS ....................................................................................................................11 MOTIVATIONS ........................................................................................................................................12 -
Strain Examples
Lecture 14: Strain Examples GEOS 655 Tectonic Geodesy Jeff Freymueller A Worked Example Θ = e ε + ω dxˆ dxˆ • Consider this case of i ijk ( km km ) j m pure shear deformation, and two vectors dx and ⎡ 0 α 0⎤ 1 ⎢ ⎥ 0 0 dx2. How do they rotate? ε = ⎢α ⎥ • We’ll look at€ vector 1 first, ⎣⎢ 0 0 0⎦⎥ and go through each dx(2) ω = (0,0,0) component of Θ. dx(1) € (1)dx = (1,0,0) = dxˆ 1 (2)dx = (0,1,0) = dxˆ 2 € A Worked Example • First for i = 1 Θ1 = e1 jk (εkm + ωkm )dxˆ j dxˆ m • Rules for e1jk ⎡ 0 α 0⎤ – If j or k =1, e = 0 ⎢ ⎥ 1jk ε = α 0 0 – If j = k =2 or 3, e = 0 ⎢ ⎥ € 1jk ⎢ 0 0 0⎥ – This leaves j=2, k=3 and ⎣ ⎦ j=3, k=2 dx(2) ω = (0,0,0) – Both of these terms will result in zero because dx(1) • j=2,k=3: ε3m = 0 • j=3,k=2: dx3 = 0 € – True for both vectors (1)dx = (1,0,0) = dxˆ 1 (2)dx = (0,1,0) = dxˆ 2 € A Worked Example • Now for i = 2 Θ2 = e2 jk (εkm + ωkm )dxˆ j dxˆ m • Rules for e2jk ⎡ 0 α 0⎤ – If j or k =2, e = 0 ⎢ ⎥ 2jk ε = α 0 0 – If j = k =1 or 3, e = 0 ⎢ ⎥ € 2jk ⎢ 0 0 0⎥ – This leaves j=1, k=3 and ⎣ ⎦ j=3, k=1 dx(2) ω = (0,0,0) – Both of these terms will result in zero because dx(1) • j=1,k=3: ε3m = 0 • j=3,k=1: dx3 = 0 € – True for both vectors (1)dx = (1,0,0) = dxˆ 1 (2)dx = (0,1,0) = dxˆ 2 € A Worked Example • Now for i = 3 Θ3 = e3 jk (εkm + ωkm )dxˆ j dxˆ m • Rules for e 3jk ⎡ 0 α 0⎤ – Only j=1, k=2 and j=2, k=1 ⎢ ⎥ are non-zero -α ε = α 0 0 € ⎢ ⎥ • Vector 1: ⎣⎢ 0 0 0⎦⎥ ( j =1,k = 2) e dx ε dx (2) 312 1 2m m dx ω = (0,0,0) =1⋅1⋅ (α ⋅1+ 0⋅ 0 + 0⋅ 0) = α α ( j = 2,k =1) e321dx2ε1m dxm (1) = −1⋅ 0⋅ (0⋅1+ α ⋅ 0 + 0⋅ 0) = 0 dx • Vector 2: ( j =1,k = 2) e312dx1ε2m dxm € € =1⋅ 0⋅ (α ⋅ 0 + 0⋅ 0 + 0⋅ 0) = 0 (1)dx = (1,0,0) = dxˆ 1 ( j = 2,k =1) e dx ε dx 321 2 1m m (2)dx = (0,1,0) = dxˆ = −1⋅1⋅ (0⋅ 0 + α ⋅1+ 0⋅ 0) = −α 2 € € Rotation of a Line Segment • There is a general expression for the rotation of a line segment. -
Equation of Motion for Viscous Fluids
1 2.25 Equation of Motion for Viscous Fluids Ain A. Sonin Department of Mechanical Engineering Massachusetts Institute of Technology Cambridge, Massachusetts 02139 2001 (8th edition) Contents 1. Surface Stress …………………………………………………………. 2 2. The Stress Tensor ……………………………………………………… 3 3. Symmetry of the Stress Tensor …………………………………………8 4. Equation of Motion in terms of the Stress Tensor ………………………11 5. Stress Tensor for Newtonian Fluids …………………………………… 13 The shear stresses and ordinary viscosity …………………………. 14 The normal stresses ……………………………………………….. 15 General form of the stress tensor; the second viscosity …………… 20 6. The Navier-Stokes Equation …………………………………………… 25 7. Boundary Conditions ………………………………………………….. 26 Appendix A: Viscous Flow Equations in Cylindrical Coordinates ………… 28 ã Ain A. Sonin 2001 2 1 Surface Stress So far we have been dealing with quantities like density and velocity, which at a given instant have specific values at every point in the fluid or other continuously distributed material. The density (rv ,t) is a scalar field in the sense that it has a scalar value at every point, while the velocity v (rv ,t) is a vector field, since it has a direction as well as a magnitude at every point. Fig. 1: A surface element at a point in a continuum. The surface stress is a more complicated type of quantity. The reason for this is that one cannot talk of the stress at a point without first defining the particular surface through v that point on which the stress acts. A small fluid surface element centered at the point r is defined by its area A (the prefix indicates an infinitesimal quantity) and by its outward v v unit normal vector n . -
2 Review of Stress, Linear Strain and Elastic Stress- Strain Relations
2 Review of Stress, Linear Strain and Elastic Stress- Strain Relations 2.1 Introduction In metal forming and machining processes, the work piece is subjected to external forces in order to achieve a certain desired shape. Under the action of these forces, the work piece undergoes displacements and deformation and develops internal forces. A measure of deformation is defined as strain. The intensity of internal forces is called as stress. The displacements, strains and stresses in a deformable body are interlinked. Additionally, they all depend on the geometry and material of the work piece, external forces and supports. Therefore, to estimate the external forces required for achieving the desired shape, one needs to determine the displacements, strains and stresses in the work piece. This involves solving the following set of governing equations : (i) strain-displacement relations, (ii) stress- strain relations and (iii) equations of motion. In this chapter, we develop the governing equations for the case of small deformation of linearly elastic materials. While developing these equations, we disregard the molecular structure of the material and assume the body to be a continuum. This enables us to define the displacements, strains and stresses at every point of the body. We begin our discussion on governing equations with the concept of stress at a point. Then, we carry out the analysis of stress at a point to develop the ideas of stress invariants, principal stresses, maximum shear stress, octahedral stresses and the hydrostatic and deviatoric parts of stress. These ideas will be used in the next chapter to develop the theory of plasticity.