Homework Assignments

MAT 4930, Section 1374
Curves and Surfaces
Spring 2014


Last updated Apr 22 02:29 EDT 2014


Homework problems and due dates (not the dates the problems are assigned) are listed below.
This list, especially the due dates, will be updated frequently, usually in the late afternoon or evening
the day of class or the next morning. Due dates, and assignments more than one lecture ahead, are
estimates; in particular, due dates may be moved either forward or back, and problems not currently
on the list from a given section may be added later (but prior to their due dates, of course). Note that
on a given day there may be problems due from more than one section of the book.

Exam dates and some miscellaneous items may also appear below.

If one day’s assignment seems lighter than average, it’s a good idea to read ahead and start doing
the next assignment (if posted), which may be longer than average.

Unless otherwise indicated, problems are from our textbook (O’Neill, Elementary Differential Geometry,
revised 2nd edition). It is intentional that some of the problems assigned do not have answers in
the back of the book or solutions in a manual. An important part of learning mathematics
is learning how to figure out by yourself whether your answers are correct.

Read the corresponding section of the book before working the problems. The advice below
from James Stewart’s calculus textbooks is right on the money:

    Some students start by trying their homework problems and read the text only if they get stuck
    on an exercise. I suggest that a far better plan is to read and understand a section of the text
    before attempting the exercises.

 

Date due Section # / problem #s
W 1/8/14 No problems due. Read Section 1.1.
F 1/10/14
  • Sect. 1.2 (p. 11)/ 2, 3a,e, 5.
  • Do the non-book homework problems assigned in class.
  • Read Section 1.2.
  • M 1/13/14
  • Sect. 1.3 (p. 15)/ 1, 2, 3abcf, 4, 5.
  • Read Section 1.3, and start reading Section 1.4.
  • W 1/15/14
  • Sect. 1.4 (pp. 22-23)/ 4, 7. Note for #4: In this book, and in most math books other than Calc 1-2-3 and
    Differential Equations textbooks, “log” means natural log (the function you’re used to calling “ln”). Note
    for #7
    : “initial velocity” is defined in problem #6 (which we did in class on Monday).

  • Finish reading Section 1.4.
  • F 1/17/14 No new homework.
    W 1/22/14
  • Read Section 2.1. (We’ll come back to the remaining sections of Chapter 1 later.)
  • Sect. 2.1 (pp. 50-52)/1ace, 2, 3 (“frame” = “orthonormal basis”; see p. 45), 11 (ignore the part about
    “(df)(v)” for now).

  • Read the rules for hand-in homework.
  • Hand in the following problems: Sect. 1.2/3e; Sect. 1.3/3c,4,5; Sect. 1.4/7; Sect. 2.1/3.
  • F 1/24/14 Sect. 2.1 (pp. 50-52)/1bd, 4, 5.
    M 1/27/14 No new homework.
    W 1/29/14
  • Sect. 2.2 (pp. 57-58)/3, 4, 8, 10, 11 (assume α is regular).
       Problems 3 and 4 are examples of something I mentioned in class: coefficients are fine-tuned so that
    (assuming you make no mistakes), the speed is the square-root of a recognizable square. In #3, see what
    happens if the coefficient of t in the last component of α(t) is changed to anything other than 1. Similarly,
    see what happens if you change the coefficient of any of the three components of α(t) in #4.
  • F 1/31/14
  • Sect. 2.2 (pp. 57-58)/1, 2, 6c.
  • Review the rule for hand-in homework that says, in boldface, “leav[e] enough space for me
    to write comments
    .” Look at the homework returned to you on Wednesday, and ask yourself
    whether you followed this rule. Did you leave ample margins on the left side and right side and
    top and bottom of each page? Did you leave a reasonable amount of space between problems?
    If I had had a sentence-long, or several-sentence long, comment to make anywhere in your work,
    could I have fit it in close to what I was commenting on?

    Although the class was very good about following the other rules, roughly half the class didn’t
    follow the leave-me-space-for-comments rule. This particular assignment was mostly computational
    and comparatively easy, so in most cases I had very few comments, and so it didn’t matter too
    much–on this assignment–whether you left me space for comments. But in the future, please
    make sure to leave me the comment-space I’ve instructed you to leave.

  • If I had any comments on, or took any points off, your solution to Sect. 1.2/3e, you should review
    Definition 1.2 on p. 4, and the paragraph that starts with “Thus the value …” just after the definition.
    Make sure you understand the difference between the coordinates of a given point (the numbers
    p1, p2, p3 in the context of this definition) and the coordinate functions x1, x2 and x3 (or x, y, and z)
    from R3 to R. Otherwise, much greater confusion could result later in the course.
  • M 2/3/14 No new homework.
    W 2/5/14 Do the problem assigned in class: For the helix discussed in class, compute a and b in terms of
    κ and τ, and rewrite the formula for α(t) and β(s) using κ and τ in place of a and b.
    F 2/7/14
  • Sect. 2.1 (p. 52)/ 12
  • Sect. 2.3 (pp. 66–69)/ 2, 3, 5, 10. Note: In any problem in which the binormal B and/or the torsion τ appear, the assumption “wherever κ > 0 ” is implicit.

        Geometric interpretation of #5. For every vR3, the map Rv: R3R3 defined by Rv(w) = v × w
    is linear. If v = 0 then Rv maps every vector w to 0, of course. If v0, then every vector w can be expressed uniquely in the form cv + w, where cR and w is perpendicular to v. Since
    Rv(v)= v × v = 0, the “interesting part” of Rv is what it does to vectors orthogonal to v. The set of these vectors is a two-dimensional subspace of R3, the orthogonal complement V of the 1-dimensional subspace {all multiples of v}. For every wV, Rv rotates w by π/2 within the plane V, and multiplies the length
    by ||v||. The sense of the rotation is counterclockwise as seen from the tip of v; i.e. for every nonzero
    wV, the ordered triple {w, Rv(w), v} is a right-handed triple of mutually orthogonal vectors. For reasons a little beyond the scope of this course, the linear map Rv is called an infinitesimal rotation.
        For pR3 and vp∈TpR3, we can analogously define the linear map Rvp: TpR3 → TpR3 by
    Rvp(wp) = (v × w)p. The set of equations in problem 5 says that for all s in the domain of β at which the
    Frenet frame {T(s), N(s), B(s)} is defined (those s for which κ(s) > 0), the derivative of each element of the
    Frenet frame is given by applying the infinitesimal rotation RA(s) to that element.

  • M 2/10/14
  • Sect. 2.1 (p. 52)/ 12
  • Sect. 2.3 (pp. 66–69)/ 1, 6, 8, 9. In #8, “rotating through +90o” means “rotating counterclockwise through 90o“.
  • W 2/12/14
    1. (a) Let f : RR, and define α : RR3 by

           α(t) = (f(t) cos(t), f(t) sin(t), f(t)).

      If f is monotone (increasing or decreasing), the Curve parametrized by α can reasonably be called a
      “conical helix”. Figure out why.

          For the rest of this problem, f and α are as above.

      (b) For such a curve α, write down (in terms of f ) the integral that gives the arclength
      function s of α that is based at t=0 and is consistent with the orientation of α.

      (c) Show that α is regular provided there is no aR for which f(a) = f’ (a) = 0.

      (d) For the case f(t) = et, sketch the Curve parametrized by α.

      (e) Again for the case f(t) = et, find an explicit formula for s(t), solve for t in terms of s, and write
      down the corresponding unit-speed reparametrization β of α.

      (f) What is the domain of β in part (e)? You should find that it is an interval of the form (– a,∞), where a > 0. What is the value of a telling you geometrically?

    2. Let β: IR3 be a unit-speed curve, let λ be a positive real number, and define a curve γ: IR3 by γ(t)=λβ(t). (That funny-looking letter for the new curve is a lower-case gamma, rendered poorly by WordPress.) The Curves parametrized by β and γ are similar in the sense of Euclidean geometry: one is simply a “rescaled” version of the other. (In the case of closed Curves, the two curves have different size [unless λ=1] but the same shape.)

      (a) Find an arclength reparametrization μ: JR3 of γ, where J is a conveniently chosen interval.

      (b) Assume that the curvature function κβ:IR of β is everywhere positive, so that the torsion
      function τβ: IR is defined. Show that the curvature κμ: JR is also everywhere positive, and find
      the precise relation between the curvature functions κμ and κβ, and between the torsion functions τμ
      and τβ. Also find the relation between the function κμ/τμ and the function τβ/κβ.

    F 2/14/14
  • Hand in the following problems: Sect. 2.1/ 12; Sect. 2.3/8; and the non-book problems
    1bdf and 2 assigned with due-date 2/12/14. (In your write-up, label the non-book problems
    “non-book #1” and “non-book #2”.)
  • M 2/17/14 No new homework
    W 2/19/14
  • Sect. 1.7 (pp. 40-41)/ 1-5, 7. Read the instructions at the start of the exercises to see what map F
    the first four problems refer to.
  • F 2/21/14 No new homework
    M 2/24/14 No new homework
    W 2/26/14 No new homework
    F 2/28/14
  • Redo problem 2 of the assignment due 2/12/14, as follows: (i) Change the assumption on β to,
    “Let β: IR3 be a regular curve.” (ii) Directly compute the curvature κγ : IR and (wherever
    κγ≠ 0) the torsion τγand the ratio τγγ :IR of the curve γ in terms of κβ and τβ, without
    reparametrizing γ.

    (Note: the problem due 2/12/14 originally had “κγγ” where you now see “τγγ“. This problem
    always should have had “κγγ“, since τ(t) could be zero for some or all t∈ I, while κ(t) was
    assumed nonzero for all t∈ I.)

  • Sect. 3.1 (pp. 105-107)/ 1-3, 7, 8. (We’ve done parts of these in class already.) Notes for #7:
    (i) In between problems 6 and 7, the definition of a group is given. Those of you who’ve taken
    MAS 4301 will already know this definition. (ii) It is more common to call E(3) the Euclidean group
    in dimension 3 rather than of order 3. The terminology “order of a group” is usually used only
    for finite groups, where it means the number of elements in the group.)

  • Sect. 3.3 (pp. 115-116)/ 4. I sketched this in class, but omitted several steps. The hint given in
    the book (see p. 116), which is that C has an eigenvector with eigenvalue 1 (equivalently, that the
    matrix A of C, with respect to a basis, has an eigenvector with eigenvalue 1), needs some
    justification. Here is an outline of an argument whose details you should fill in.

    1. A cubic polynomial with real coefficients has at least one real root. (Hint: if the variable in the
      polynomial is λ, consider what happens as λ →∞ and as λ → –∞, and use the Intermediate
      Value Theorem.)

    2. If λ3 is a real root of the real, cubic polynomial p(λ), then p(λ)/(λλ3) is a quadratic polynomial
      q(λ) with real coefficients.

    3. If a quadratic polynomial q(λ) with real coefficients has no real roots, then its roots are a
      complex-conjugate pair a+ bi, a–bi, where b≠ 0.

    4. Conclude from the above that if p(λ) is a cubic polynomial with real coefficients, then

      p(λ) = c(λλ1) (λλ2)(λλ3), where cR is nonzero, λ3R, and λ1, λ2 are either both real or are
      complex conjugates of each other.

    5. Apply the preceding the to the characteristic polynomial of a 3×3 real matrix A, i.e. the polynomial
      pA(λ) = det(A–λ I), to show that pA(λ) = –(λλ1) (λλ2) (λλ3), where λ1, and λ2, and λ3 are as above.
      Recall that λ1, λ2, and λ3 are the eigenvalues of A. Hence A has at least one real eigenvalue λ3.

    6. Recall that det(A)= λ1 λ2 λ3. Hence if A is invertible, which is the case for all orthogonal matrices,
      then it has no zero eigenvalues, so every real eigenvalue is either positive or negative.

    7. If A, as above, has a pair of complex-conjugate eigenvalues a± bi, deduce that det(A) = (a2 + b2) λ3,
      and hence that the sign of det(A) is the same as the sign of λ3. Deduce that (in this case), if
      det(A) > 0 then λ3 > 0.

    8. Since an orthogonal transformations preserve norms, and since there is at least one eigenvector
      for every real eigenvalue, the only possible real eigenvalues of an orthogonal matrix are ±1.

    9. If A is the matrix of an orthogonal transformation of R3 and det(A) > 0, then no matter how many real
      eigenvalues A has, at least one of the eigenvalues must be 1 (and there must be an eigenvector with this eigenvalue).

    Hint for the remainder of this problem: show that if e is an eigenvector of an orthogonal transformation C,
    then C preserves the space of all vectors perpendicular to e (i.e. if ve, then C(v)e), a two-dimensional
    subspace (the orthogonal complement of the span of e). Then apply this fact to a basis {e1, e2} of this orthogonal complement.

  • M 3/10/14 It’s okay if you don’t have this assignment done by Monday’s class. Enjoy your spring break.

  • Sect. 3.5/ 1, 3
  • W 3/12/14
  • 4.1/ 1,3,4,6-10. In 7a, “the equations … can be solved for u and v” means that “there exists a pair (u,v)
    that satisfies the equations,” not that there’s a mechanical procedure that will produce such a pair (u,v).

        If you’ve taken complex analysis, the function f in #6 may look familiar to you; it’s the imaginary part
    of  –(x + iy)3. Getting rid of the minus sign has the same effect as rotating the surface by π about the
    z-axis; it doesn’t change the shape. Similarly, using the real part of (x + iy)3 instead of the imaginary part has the same effect as rotating the surface by π/2 about the z-axis.

  • F 3/14/14 No new homework; study for midterm.
    M 3/17/14
  • 1.5/ 1, 3, 4, 5, 6a, 7, 9, 11.
  • W 3/19/14
  • 4.1/ 10, 11
  • F 3/21/14
  • 4.1/ 12
  • M 3/24/14
  • 4.2/ 1-4, 9
  • W 3/26/14
  • 4.2/ 6
  • 4.3/ 1, 2, 4
  • F 3/28/14 No new homework
    M 3/31/14
  • 4.3/ 3bc (see 3a–which we did in class–for context; also be aware that “Jacobian” in 3c means “determinant of the Jacobian matrix”), 5, 6, 11ab
  • W 4/2/14
  • Hand in the following problems: Sect. 4.1/ 4 (prove your answers), 8, 10, 12; Sect. 4.2/ 9a (the domain D is the set of points (u,v) in R2 with -π/2 < u <π/2 and no restriction on v); Sect. 4.3/ 3c (in your writeup you may assume the result of 3b), 4b.
  • F 4/4/14
  • Sect. 4.3/ 7
  • Sect. 5.1/ 4 (in part (b), the origin should be excluded from the cone), 5
  • M 4/7/14 No new homework
    W 4/9/14 No new homework
    F 4/11/14 No new homework
    M 4/14/14
  • Sect. 5.1/ 3
  • Sect. 5.3/ 3 (note typo: factor in front of integral should be 1/(2π)), 7 (the “canonical isomorphisms” in part (b) are the linear maps TpR3 → TqR3 that carry vp to vq)
  • Read the examples in Sect. 5.4. See the first three pages of this section for notation. (We covered the material on these pages in class, but not entirely in O’Neill’s notation.)
  • Sect. 5.4/ 1,2
  • W 4/16/14
  • Sect. 5.4/ 3 (a surface is called flat if its Gaussian curvature is identically 0, and minimal if its mean
    curvature is identically 0), 6, 7, 13, 17. #7 should say “Find the Gaussian curvature …”. In #6 and #7,
    you can use the formulas derived in #3; just replace (u,v) with (x,y).

    “Minimal surfaces” get their name from the following: Let C be a simple closed Curve in R3. Consider
    surfaces M in R3 whose boundary is C, where “boundary” here means the set of points in R3 that are not
    in M but to which some curve in M gets arbitrarily close. (For example, the equator of a sphere is the
    boundary of the open upper hemisphere.) Among all such surfaces, suppose there is one that has smallest
    area. Then the mean curvature of this surface is identically 0. (The proof is beyond the scope of this course.)

    Problem 5.4/ 3 is an introduction to the subject of geometric partial differential equations. Suppose we ask
    the question: find a flat surface, or a minimal surface, subject to some other conditions. (Without other
    conditions, a plane would be a cheap answer.) We can start by looking at surfaces that are given as a graph
    of a real-valued function f; that’s exactly what a Monge patch gives you. The geometric condition “Gaussian
    curvature identically zero” or “mean curvature identically zero” then translates into a nonlinear partial
    differential equation for f
    , which one can try to solve (subject to whatever other conditions are in the problem). Usually, it is extremely difficult to find any closed-form solutions to nonlinear PDEs. Even the
    existence/uniqueness theory for solutions of nonlinear PDEs is quite challenging. But often the geometric source of a geometric PDE provides insights that one can use to make clever guesses or simplifications.
    The mathematical literature on minimal surfaces alone is vast.

    Generalizations of the geometric PDEs in 5.4/3 arise from looking for surfaces of constant (not necessarily
    zero) Gaussian curvature or constant mean curvature.

  • F 4/18/14 No new homework
    M 4/21/14
  • Sect. 4.4/ 1, 4c
  • Read Sect. 4.5 and Sect. 4.6.
  • W 4/23/14 Do the problems here.

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