🇮🇳 GATE Metallurgical Engineering · subject
GATE Metallurgical Engineering Engineering Mathematics Syllabus
The Engineering Mathematics syllabus for GATE Metallurgical Engineering in full: 6 chapters, 27 topics and 4 sub-topics, every one listed below, plus 51 Engineering Mathematics flashcards with answers.
Engineering Mathematics syllabus: all 6 chapters
Expand any chapter to see its topics and sub-topics.
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Linear Algebra
3 topics- Matrices and Determinants
- Systems of linear equations
- Eigen values and Eigen vectors
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Calculus
5 topics- Limit, Continuity and Differentiability
- Partial derivatives
- Maxima and minima
- Sequences and series
- Test for convergence
- Fourier series
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Vector Calculus
4 topics- Gradient
- Divergence and Curl
- Line, Surface and volume integrals
- Stokes, Gauss and Green’s theorems
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Differential Equations
5 topics- Linear and non-linear first order ODEs
- Higher order linear ODEs with constant coefficients
- Cauchy’s and Euler’s equations
- Laplace transforms
- PDEs –Laplace, one dimensional heat and wave equations
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Probability and Statistics
7 topics- Definitions of probability and sampling theorems
- Conditional probability
- Mean, median, mode and standard deviation
- Random variables
- Poisson, normal and binomial distributions
- Analysis of experimental data
- Linear least squares method
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Numerical Methods
3 topics- Solutions of linear and non-linear algebraic equations
- Bisection
- Secant
- Newton-Raphson methods
- Integration by trapezoidal and Simpson’s rule
- Single and multi-step methods for differential equations
- Solutions of linear and non-linear algebraic equations
GATE Metallurgical Engineering Engineering Mathematics flashcards — 51 questions with answers
What is the condition for a square matrix $A$ to be invertible (non-singular)?
$A$ is invertible if and only if $\det(A) \neq 0$. Equivalently, $A$ has full rank and its rows/columns are linearly independent.
State the formula for the inverse of a non-singular matrix $A$ in terms of its adjugate.
$$A^{-1} = \frac{1}{\det(A)}\,\text{adj}(A)$$ where $\text{adj}(A)$ is the transpose of the cofactor matrix.
For a $2\times 2$ matrix $A = \begin{pmatrix} a & b \\ c & d \end{pmatrix}$, give $\det(A)$ and $A^{-1}$.
$\det(A) = ad - bc$, and $$A^{-1} = \frac{1}{ad-bc}\begin{pmatrix} d & -b \\ -c & a \end{pmatrix}.$$
How does a determinant change under the elementary row operation of swapping two rows, and of multiplying a row by a scalar $k$?
Swapping two rows multiplies the determinant by $-1$. Multiplying one row by $k$ multiplies the determinant by $k$. Adding a multiple of one row to another leaves the determinant unchanged.
State Cramer's rule for solving the linear system $A\vec{x} = \vec{b}$.
If $\det(A) \neq 0$, then $x_i = \dfrac{\det(A_i)}{\det(A)}$, where $A_i$ is $A$ with its $i$-th column replaced by $\vec{b}$.
Using the rank of the coefficient matrix $A$ and augmented matrix $[A\,|\,b]$, state the consistency conditions for a system of linear equations in $n$ unknowns.
If $\text{rank}(A) \neq \text{rank}([A|b])$: inconsistent (no solution). If $\text{rank}(A) = \text{rank}([A|b]) = n$: unique solution. If $\text{rank}(A) = \text{rank}([A|b]) < n$: infinitely many solutions.
For a homogeneous system $A\vec{x} = \vec{0}$, when does a non-trivial solution exist?
A non-trivial solution exists if and only if $\det(A) = 0$ (i.e. $\text{rank}(A) < n$, the number of unknowns). Otherwise only the trivial solution $\vec{x}=\vec{0}$ exists.
Define an eigenvalue and eigenvector of a square matrix $A$.
A scalar $\lambda$ is an eigenvalue with eigenvector $\vec{x}\neq\vec{0}$ if $A\vec{x} = \lambda\vec{x}$. They are found from the characteristic equation $\det(A - \lambda I) = 0$.
State the relationship between the eigenvalues of $A$ and its trace and determinant.
The sum of eigenvalues equals the trace: $\sum_i \lambda_i = \text{tr}(A)$. The product of eigenvalues equals the determinant: $\prod_i \lambda_i = \det(A)$.
What does the Cayley–Hamilton theorem state?
Every square matrix satisfies its own characteristic equation. If $p(\lambda) = \det(A - \lambda I)$, then $p(A) = 0$. This can be used to compute $A^{-1}$ and powers of $A$.
If $\lambda$ is an eigenvalue of $A$, what are the corresponding eigenvalues of $A^{-1}$, $A^k$, and $A + cI$?
$A^{-1}$: $\frac{1}{\lambda}$; $A^k$: $\lambda^k$; $A + cI$: $\lambda + c$. The eigenvectors remain the same in each case.
State the $\epsilon$–$\delta$ definition of $\lim_{x\to a} f(x) = L$.
For every $\epsilon > 0$ there exists $\delta > 0$ such that $0 < |x - a| < \delta$ implies $|f(x) - L| < \epsilon$.
State the three conditions for a function $f$ to be continuous at $x = a$.
(1) $f(a)$ is defined; (2) $\lim_{x\to a} f(x)$ exists; (3) $\lim_{x\to a} f(x) = f(a)$.
What is the relationship between differentiability and continuity of a function?
If $f$ is differentiable at a point, then it is continuous there. The converse is false: continuity does not imply differentiability (e.g. $f(x)=|x|$ at $x=0$).
State L'HĂ´pital's rule for the indeterminate form $\frac{0}{0}$.
If $\lim_{x\to a} f(x) = \lim_{x\to a} g(x) = 0$ and the limit on the right exists, then $$\lim_{x\to a}\frac{f(x)}{g(x)} = \lim_{x\to a}\frac{f'(x)}{g'(x)}.$$
Define the partial derivative $\frac{\partial f}{\partial x}$ of $f(x,y)$.
$$\frac{\partial f}{\partial x} = \lim_{h\to 0}\frac{f(x+h,y) - f(x,y)}{h},$$ the derivative of $f$ with respect to $x$ holding $y$ constant.
State the condition for the equality of mixed second-order partial derivatives (Clairaut's/Schwarz's theorem).
If $f_{xy}$ and $f_{yx}$ are continuous in a neighborhood of a point, then $f_{xy} = f_{yx}$ (order of partial differentiation does not matter).
For a function $f(x,y)$, state the second-derivative test to classify a critical point where $f_x = f_y = 0$.
Let $D = f_{xx}f_{yy} - (f_{xy})^2$. If $D>0$ and $f_{xx}>0$: local minimum; $D>0$ and $f_{xx}<0$: local maximum; $D<0$: saddle point; $D=0$: test inconclusive.
Describe the method of Lagrange multipliers for finding extrema of $f$ subject to constraint $g=0$.
Solve $\nabla f = \lambda \nabla g$ together with $g(x,y,\dots)=0$. The scalar $\lambda$ is the Lagrange multiplier; solutions give the constrained extrema.
State the first-derivative (necessary) condition for a local maximum or minimum of a single-variable function $f(x)$.
At an interior extremum, $f'(x) = 0$ (a stationary/critical point). Classification uses the second derivative: $f''>0$ minimum, $f''<0$ maximum.
Show the other 31 Engineering Mathematics flashcards
State the $n$-th term test (divergence test) for an infinite series $\sum a_n$.
If $\lim_{n\to\infty} a_n \neq 0$ (or does not exist), the series $\sum a_n$ diverges. If $\lim a_n = 0$, the test is inconclusive.
State the ratio test for convergence of $\sum a_n$.
Let $L = \lim_{n\to\infty}\left|\frac{a_{n+1}}{a_n}\right|$. If $L<1$ the series converges absolutely; if $L>1$ it diverges; if $L=1$ the test is inconclusive.
State the integral test for convergence of a series $\sum_{n=1}^{\infty} a_n$ with $a_n = f(n)$.
If $f(x)$ is positive, continuous and decreasing for $x\geq 1$, then $\sum a_n$ and $\int_{1}^{\infty} f(x)\,dx$ either both converge or both diverge.
For what values of $p$ does the $p$-series $\sum_{n=1}^{\infty}\frac{1}{n^{p}}$ converge?
It converges if $p > 1$ and diverges if $p \leq 1$. (The harmonic series, $p=1$, diverges.)
State the root test for convergence of $\sum a_n$.
Let $L = \lim_{n\to\infty}\sqrt[n]{|a_n|}$. If $L<1$ the series converges absolutely; if $L>1$ it diverges; if $L=1$ the test is inconclusive.
What distinguishes absolute convergence from conditional convergence of a series?
$\sum a_n$ converges absolutely if $\sum |a_n|$ converges. It converges conditionally if $\sum a_n$ converges but $\sum |a_n|$ diverges (e.g. the alternating harmonic series).
Write the Fourier series representation of a function $f(x)$ of period $2\pi$.
$$f(x) = \frac{a_0}{2} + \sum_{n=1}^{\infty}\left(a_n\cos nx + b_n\sin nx\right).$$
Give the Euler formulas for the Fourier coefficients $a_0$, $a_n$, $b_n$ of a $2\pi$-periodic function.
$$a_0 = \frac{1}{\pi}\int_{-\pi}^{\pi} f(x)\,dx,\quad a_n = \frac{1}{\pi}\int_{-\pi}^{\pi} f(x)\cos nx\,dx,\quad b_n = \frac{1}{\pi}\int_{-\pi}^{\pi} f(x)\sin nx\,dx.$$
What form does a Fourier series take for an even function and for an odd function?
Even function: only cosine terms (a Fourier cosine series, all $b_n=0$). Odd function: only sine terms (a Fourier sine series, all $a_n=0$ and $a_0=0$).
State Dirichlet's conditions for the convergence of a Fourier series.
$f(x)$ must be periodic, single-valued, with a finite number of maxima/minima and a finite number of finite discontinuities in one period, and be absolutely integrable over a period. At a jump, the series converges to the average of the left and right limits.
Define the gradient of a scalar field $\phi(x,y,z)$.
$$\nabla\phi = \frac{\partial\phi}{\partial x}\hat{i} + \frac{\partial\phi}{\partial y}\hat{j} + \frac{\partial\phi}{\partial z}\hat{k}.$$ It points in the direction of greatest increase of $\phi$ and is normal to level surfaces.
Define the divergence of a vector field $\vec{F} = F_1\hat{i} + F_2\hat{j} + F_3\hat{k}$.
$$\nabla\cdot\vec{F} = \frac{\partial F_1}{\partial x} + \frac{\partial F_2}{\partial y} + \frac{\partial F_3}{\partial z}.$$ It is a scalar measuring the net outflow (source/sink strength) per unit volume.
Define the curl of a vector field $\vec{F}$.
$$\nabla\times\vec{F} = \begin{vmatrix} \hat{i} & \hat{j} & \hat{k} \\ \frac{\partial}{\partial x} & \frac{\partial}{\partial y} & \frac{\partial}{\partial z} \\ F_1 & F_2 & F_3 \end{vmatrix}.$$ It is a vector measuring the local rotation of the field.
What does it mean for a vector field $\vec{F}$ to be solenoidal, and what for it to be irrotational?
Solenoidal: $\nabla\cdot\vec{F} = 0$ (divergence-free, no sources/sinks). Irrotational (conservative): $\nabla\times\vec{F} = \vec{0}$, so $\vec{F} = \nabla\phi$ for some scalar potential $\phi$.
What are the values of $\nabla\cdot(\nabla\times\vec{F})$ and $\nabla\times(\nabla\phi)$?
Both are identically zero: $\nabla\cdot(\nabla\times\vec{F}) = 0$ and $\nabla\times(\nabla\phi) = \vec{0}$, for any sufficiently smooth $\vec{F}$ and $\phi$.
State the line integral that gives the work done by a force field $\vec{F}$ along a curve $C$, and when it is path-independent.
Work $= \int_C \vec{F}\cdot d\vec{r}$. It is path-independent if and only if $\vec{F}$ is conservative ($\vec{F}=\nabla\phi$), in which case $\int_C \vec{F}\cdot d\vec{r} = \phi(B) - \phi(A)$.
State Green's theorem in the plane.
$$\oint_C (P\,dx + Q\,dy) = \iint_R \left(\frac{\partial Q}{\partial x} - \frac{\partial P}{\partial y}\right) dx\,dy,$$ where $C$ is the positively oriented boundary of region $R$.
State the Gauss divergence theorem.
$$\iint_S \vec{F}\cdot \hat{n}\,dS = \iiint_V (\nabla\cdot\vec{F})\,dV.$$ The flux of $\vec{F}$ out of a closed surface $S$ equals the volume integral of its divergence over the enclosed region $V$.
State Stokes' theorem.
$$\oint_C \vec{F}\cdot d\vec{r} = \iint_S (\nabla\times\vec{F})\cdot \hat{n}\,dS.$$ The circulation around closed curve $C$ equals the flux of the curl through any surface $S$ bounded by $C$.
How do you classify a first-order ODE as linear, and give its standard form?
A first-order ODE is linear if it is degree-one in $y$ and $y'$: standard form $\frac{dy}{dx} + P(x)\,y = Q(x)$. Non-linear ODEs contain higher powers or products of $y$ and its derivatives.
Give the integrating factor and general solution of the linear ODE $\frac{dy}{dx} + P(x)y = Q(x)$.
Integrating factor $\mu = e^{\int P\,dx}$. Solution: $$y\,\mu = \int Q\,\mu\,dx + C,\quad\text{i.e.}\quad y = \frac{1}{\mu}\left(\int Q\mu\,dx + C\right).$$
What is the condition for the first-order ODE $M(x,y)\,dx + N(x,y)\,dy = 0$ to be exact?
It is exact if $\dfrac{\partial M}{\partial y} = \dfrac{\partial N}{\partial x}$. Then there exists $F$ with $F_x = M$, $F_y = N$, and the solution is $F(x,y) = C$.
Write the form of a Bernoulli equation and the substitution used to linearize it.
Bernoulli: $\frac{dy}{dx} + P(x)y = Q(x)y^{n}$, $n\neq 0,1$. Substitute $v = y^{1-n}$, which reduces it to a linear first-order ODE in $v$.
For a higher-order linear homogeneous ODE with constant coefficients, how do you form the complementary function from the roots of the auxiliary equation?
Distinct real roots $m_1,m_2$: $C_1e^{m_1 x}+C_2e^{m_2 x}$. Repeated root $m$ (twice): $(C_1+C_2 x)e^{mx}$. Complex roots $\alpha\pm i\beta$: $e^{\alpha x}(C_1\cos\beta x + C_2\sin\beta x)$.
What is the general solution structure of a non-homogeneous linear ODE?
$y = y_c + y_p$, the sum of the complementary function $y_c$ (general solution of the homogeneous equation) and a particular integral $y_p$ (any solution of the full non-homogeneous equation).
How is a Cauchy–Euler equation $x^{2}y'' + a x y' + b y = 0$ solved?
Assume $y = x^{m}$, giving an auxiliary (indicial) equation $m(m-1) + am + b = 0$. Alternatively substitute $x = e^{t}$ to convert it into a constant-coefficient linear ODE in $t$.
Define the Laplace transform of a function $f(t)$.
$$\mathcal{L}\{f(t)\} = F(s) = \int_{0}^{\infty} e^{-st}f(t)\,dt,$$ defined for values of $s$ where the integral converges.
Give the Laplace transforms of $1$, $t^{n}$, $e^{at}$, $\sin at$, and $\cos at$.
$\mathcal{L}\{1\}=\frac{1}{s}$; $\mathcal{L}\{t^{n}\}=\frac{n!}{s^{n+1}}$; $\mathcal{L}\{e^{at}\}=\frac{1}{s-a}$; $\mathcal{L}\{\sin at\}=\frac{a}{s^{2}+a^{2}}$; $\mathcal{L}\{\cos at\}=\frac{s}{s^{2}+a^{2}}$.
State the Laplace transform of a derivative $f'(t)$ and the first shifting theorem.
$\mathcal{L}\{f'(t)\} = sF(s) - f(0)$. First shifting theorem: $\mathcal{L}\{e^{at}f(t)\} = F(s-a)$.
Classify the three standard second-order PDEs (Laplace, heat, wave) by name and order.
All are linear second-order PDEs. Laplace: elliptic, steady-state. Heat (diffusion): parabolic, time-dependent. Wave: hyperbolic, time-dependent. Classification of $Au_{xx}+Bu_{xy}+Cu_{yy}+\dots$ uses the discriminant $B^{2}-4AC$ ($<0$ elliptic, $=0$ parabolic, $>0$ hyperbolic).
Write the one-dimensional heat equation and the one-dimensional wave equation.
Heat equation: $$\frac{\partial u}{\partial t} = c^{2}\frac{\partial^{2} u}{\partial x^{2}}.$$ Wave equation: $$\frac{\partial^{2} u}{\partial t^{2}} = c^{2}\frac{\partial^{2} u}{\partial x^{2}}.$$ Laplace's equation (2D): $\frac{\partial^{2}u}{\partial x^{2}} + \frac{\partial^{2}u}{\partial y^{2}} = 0$.
GATE Metallurgical Engineering Engineering Mathematics FAQ
What is in the GATE Metallurgical Engineering Engineering Mathematics syllabus?
GATE Metallurgical Engineering Engineering Mathematics is split into 6 chapters: Linear Algebra, Calculus, Vector Calculus, Differential Equations, Probability and Statistics and Numerical Methods. Together they contain 27 topics and 4 sub-topics.
How many chapters are in GATE Metallurgical Engineering Engineering Mathematics?
6 chapters, containing 27 topics and 4 sub-topics. The largest chapter is Probability and Statistics, with 7 topics.
Are there flashcards for GATE Metallurgical Engineering Engineering Mathematics?
Yes — a 51-card Engineering Mathematics deck, printed in full in the flashcards section of this page and available in the Examius app with spaced repetition. The free plan covers one exam of your choice, including its flashcards; Examius Pro, a one-time purchase, unlocks every other exam and deck.