Further Integration (u-substitution, integration by parts)

Leaving Cert Higher Level Applied Maths revision notes with diagrams, key terms and self-check questions.

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In Leaving Certificate Mathematics, integration mostly involves finding antiderivatives of elementary polynomials. In Applied Mathematics, integrals arise directly from physical dynamics: fluid drag, air resistance proportional to powers of speed, and variable restoring forces from springs. These physical models produce equations where acceleration depends on velocity or position rather than time. To solve them, Strand 3 requires two analytical techniques: integration by substitution, derived by reversing the chain rule, and integration by parts, derived by reversing the product rule. For the 2027 Leaving Certificate examination, the written paper carries 400 marks (80% of certification) across two and a half hours, where candidates answer eight out of ten 50-mark questions across Strands 2, 3, and 4, alongside the 100-mark (20%) modelling project.

Kinematics, Acceleration Forms, and Deriving Constant-Acceleration Formulae

When analyzing particle motion, acceleration can be expressed in two calculus forms depending on the variables you need to connect:

  • When relating velocity and time (v,tv, t), use a = dv/dt.
  • When relating velocity and displacement (v,sv, s), apply the chain rule: a=dvdt=dvdsdsdt=vdvdsa = \frac{dv}{dt} = \frac{dv}{ds}\frac{ds}{dt} = v\frac{dv}{ds}, giving a = v dv/ds.

Deriving the Kinematic Formulae Using Calculus

Strand 3 explicitly requires deriving the standard constant-acceleration equations from first principles using calculus. Take acceleration aa as constant, with initial conditions v=uv = u and s=0s = 0 at t=0t = 0.

1. Velocity after time t (v=u+atv = u + at): Start from a=dvdta = \frac{dv}{dt}. Separate the variables and integrate:

∫dv=∫a dt  ⟹  v=at+c\int dv = \int a\,dt \implies v = at + c

At t=0t = 0, v=uv = u, so c=uc = u. This gives:

v=u+atv = u + at

2. Displacement after time t (s=ut+12at2s = ut + \frac{1}{2}at^2): Since v=dsdt=u+atv = \frac{ds}{dt} = u + at, separate variables:

∫ds=∫(u+at) dt  ⟹  s=ut+12at2+c\int ds = \int (u + at)\,dt \implies s = ut + \frac{1}{2}at^2 + c

At t=0t = 0, s=0s = 0, so c=0c = 0. This gives:

s=ut+12at2s = ut + \frac{1}{2}at^2
A rising straight velocity–time line encloses a rectangle of area ut and a triangle of area one-half at squared.
A rising straight velocity–time line encloses a rectangle of area ut and a triangle of area one-half at squared.

3. Velocity after displacement s (v2=u2+2asv^2 = u^2 + 2as): When time is absent, write a=vdvdsa = v\frac{dv}{ds}. Separate variables and integrate:

∫v dv=∫a ds  ⟹  12v2=as+c\int v\,dv = \int a\,ds \implies \frac{1}{2}v^2 = as + c

At s=0s = 0, v=uv = u, so c=12u2c = \frac{1}{2}u^2. Multiplying through by 2 gives:

v2=u2+2asv^2 = u^2 + 2as

Displacement Versus Distance Travelled

Integrating velocity over a time interval gives displacement: s=∫t1t2v(t) dts = \int_{t_1}^{t_2} v(t)\,dt. If the velocity changes sign during the motion, the particle reverses direction and forward and backward displacements cancel out. To calculate the total distance travelled, find the turning times where v(t)=0v(t) = 0, integrate over each interval separately, and add their absolute values:

Total distance=∣∫t1t∗v(t) dt∣+∣∫t∗t2v(t) dt∣\text{Total distance} = \left|\int_{t_1}^{t^*} v(t)\,dt\right| + \left|\int_{t^*}^{t_2} v(t)\,dt\right|

Integration by Substitution and Resisted Motion

Integration by substitution turns a composite integral into a standard form found in the Formulae and Tables booklet. It reverses the chain rule of differential calculus.

Theoretical Derivation

Let F(u)F(u) be an antiderivative of f(u)f(u) such that F′(u)=f(u)F'(u) = f(u), and let u=g(x)u = g(x). By the chain rule:

ddx[F(g(x))]=F′(g(x))⋅g′(x)=f(g(x))g′(x)\frac{d}{dx}\Big[F(g(x))\Big] = F'(g(x))\cdot g'(x) = f(g(x))g'(x)

Integrating both sides with respect to xx gives:

∫f(g(x))g′(x) dx=F(g(x))+c=∫f(u) du\int f(g(x))g'(x)\,dx = F(g(x)) + c = \int f(u)\,du

Four Steps for Substitution

  1. Select an inner function u=g(x)u = g(x) whose derivative appears elsewhere in the integrand as a multiplying factor.
  2. Differentiate to get du=g′(x) dxdu = g'(x)\,dx, so dx=dug′(x)dx = \frac{du}{g'(x)}.
  3. Substitute completely so no trace of xx remains. If an extra power of xx remains, rearrange u=g(x)u = g(x) to express xx in terms of uu.
  4. For indefinite integrals, integrate and back-substitute uu. For definite integrals, convert the limits immediately: u1=g(a)u_1 = g(a) and u2=g(b)u_2 = g(b), then evaluate directly in terms of uu.

Two Ways to Handle Constants of Integration

When solving dynamical differential equations via separation of variables, you can either:

  • Integrate indefinitely and solve for the constant +c+ c using initial conditions, or
  • Set up definite integrals directly between physical limits (for example, ∫uv…dv=−∫0s…ds\int_u^v \dots dv = -\int_0^s \dots ds). The definite-integral route avoids losing constants, but if you substitute w=g(v)w = g(v) on the left, you must convert the velocity limits into ww-limits before evaluating.

Resisted Motion with Respect to Time and Terminal Velocity

A particle of mass mm falling from rest under gravity subject to linear resistance kvkv satisfies:

mdvdt=mg−kvm\frac{dv}{dt} = mg - kv

Separate variables:

∫dvmg−kv=∫1m dt\int \frac{dv}{mg - kv} = \int \frac{1}{m}\,dt

Letting u=mg−kvu = mg - kv gives du=−k dvdu = -k\,dv, so the left side integrates to −1kln⁡∣mg−kv∣-\frac{1}{k}\ln|mg - kv|. With v=0v = 0 at t=0t = 0:

−1kln⁡(mg−kv)=tm−1kln⁡(mg)  ⟹  v(t)=mgk(1−e−kt/m)-\frac{1}{k}\ln(mg - kv) = \frac{t}{m} - \frac{1}{k}\ln(mg) \implies v(t) = \frac{mg}{k}\left(1 - e^{-kt/m}\right)

Terminal velocity is the constant speed achieved when the resistive drag balances the driving force, meaning acceleration is zero. Setting dvdt=0\frac{dv}{dt} = 0 in the equation of motion gives:

mg−kvT=0  ⟹  vT=mgkmg - kv_T = 0 \implies v_T = \frac{mg}{k}

Taking the limit of v(t)v(t) as t→∞t \to \infty yields v→mgkv \to \frac{mg}{k}, confirming the terminal speed.

Integration by Parts: Selection, Layout, and Repeated Application

Integration by parts is used when the integrand is a product of two distinct function families where one is not the derivative of the other. It reverses the product rule of differentiation.

Theoretical Derivation

The product rule states:

ddx(u(x)w(x))=udwdx+wdudx\frac{d}{dx}\big(u(x)w(x)\big) = u\frac{dw}{dx} + w\frac{du}{dx}

Integrating both sides with respect to xx:

uw=∫udwdx dx+∫wdudx dx=∫u dw+∫w duuw = \int u\frac{dw}{dx}\,dx + \int w\frac{du}{dx}\,dx = \int u\,dw + \int w\,du

Rearranging yields the standard formula:

∫u dw=uw−∫w du\int u\,dw = uw - \int w\,du

Notation note: In mechanics, write the second variable as ww rather than vv to avoid confusing it with velocity.

Selecting u via LIATE

Choose uu as the function that simplifies most when differentiated, using the priority list LIATE:

  • L: Logarithmic functions (e.g. ln⁡x\ln x)
  • I: Inverse trigonometric functions (e.g. tan⁡−1x\tan^{-1}x)
  • A: Algebraic polynomials (e.g. x,t2,3sx, t^2, 3s)
  • T: Trigonometric functions (e.g. sin⁡x,cos⁡2x\sin x, \cos 2x)
  • E: Exponential functions (e.g. ekx,e−te^{kx}, e^{-t})

In Applied Mathematics kinematics, the choice is almost always between an algebraic term and an exponential or trigonometric term: the polynomial becomes uu, and the remaining term including dtdt becomes dwdw.

Repeated Integration by Parts

If uu is an algebraic power tnt^n with n>1n > 1, parts must be applied nn times in succession. Keep minus signs inside brackets to avoid sign errors.

Worked example of repeated parts: A particle has velocity v(t)=t2e−t m s−1v(t) = t^2 e^{-t}\,\text{m s}^{-1}, with s(0)=0s(0) = 0. Find s(t)s(t).

s(t)=∫t2e−t dts(t) = \int t^2 e^{-t}\,dt
  • First application: let u=t2  ⟹  du=2t dtu = t^2 \implies du = 2t\,dt, and dw=e−t dt  ⟹  w=−e−tdw = e^{-t}\,dt \implies w = -e^{-t}.
s(t)=−t2e−t−∫(−e−t)(2t dt)=−t2e−t+2∫te−t dts(t) = -t^2 e^{-t} - \int (-e^{-t})(2t\,dt) = -t^2 e^{-t} + 2\int t e^{-t}\,dt
  • Second application on ∫te−t dt\int t e^{-t}\,dt: let u=t  ⟹  du=dtu = t \implies du = dt, and dw=e−t dt  ⟹  w=−e−tdw = e^{-t}\,dt \implies w = -e^{-t}.
∫te−t dt=−te−t−∫(−e−t) dt=−te−t−e−t\int t e^{-t}\,dt = -t e^{-t} - \int (-e^{-t})\,dt = -t e^{-t} - e^{-t}
  • Combining terms:
s(t)=−t2e−t+2(−te−t−e−t)+c=−e−t(t2+2t+2)+cs(t) = -t^2 e^{-t} + 2\big(-t e^{-t} - e^{-t}\big) + c = -e^{-t}(t^2 + 2t + 2) + c

Using s(0)=0s(0) = 0: 0=−e0(0+0+2)+c  ⟹  c=20 = -e^0(0 + 0 + 2) + c \implies c = 2. Thus, s(t)=2−e−t(t2+2t+2) ms(t) = 2 - e^{-t}(t^2 + 2t + 2)\,\text{m}.

Strategic Recognition: The Look-Alike Decision Table

Many integrals in mechanics look superficially similar but require entirely different techniques. Inspecting the algebraic relationship between the numerator and denominator or between factors determines the correct method.

Integrand StructureExampleMethodMathematical Reason
Algebraic ×\times Composite Function∫xsin⁡(x2) dx\int x\sin(x^2)\,dxSubstitutionThe outer factor xx is proportional to the derivative of x2x^2. Set u=x2u = x^2.
Algebraic ×\times Transcendental∫xsin⁡x dx\int x\sin x\,dxPartsThe factor xx is unrelated to the argument of sin⁡x\sin x. Set u=xu = x and dw=sin⁡x dxdw = \sin x\,dx.
Lone Logarithm or Inverse Trig∫ln⁡x dx\int \ln x\,dxPartsTreat as a product with unity: u=ln⁡xu = \ln x and dw=1 dxdw = 1\,dx.
Rational with Linear Derivative on Top∫vv2+k dv\int \frac{v}{v^2 + k}\,dvSubstitutionThe numerator is proportional to the derivative of the denominator. Set u=v2+ku = v^2 + k.
Rational with Constant Numerator (Sum of Squares)∫1v2+a2 dv\int \frac{1}{v^2 + a^2}\,dvStandard TableTabulated inverse tangent: 1atan⁡−1(va)+c\frac{1}{a}\tan^{-1}\left(\frac{v}{a}\right) + c.
Rational with Constant Numerator (Difference of Squares)∫1a2−v2 dv\int \frac{1}{a^2 - v^2}\,dvPartial FractionsSplit into 12a[1a−v+1a+v]\frac{1}{2a}\left[\frac{1}{a-v} + \frac{1}{a+v}\right] to give $\frac{1}{2a}\ln\left\frac{a+v}{a-v}\right+ c$.
Linear Denominator∫1mg−kv dv\int \frac{1}{mg - kv}\,dvLinear Log FormDifferentiating the denominator gives −k-k, yielding $-\frac{1}{k}\lnmg - kv+ c$.

When an examination question states 'using integration by parts or otherwise', any valid method receives full marks, but the stated technique is virtually always the intended and fastest route.

Work, Energy, and Conservative Forces by Integration

When a force varies with position, work done cannot be evaluated by simple multiplication. It is defined by the definite integral of force along the displacement path:

W=∫s1s2F dsW = \int_{s_1}^{s_2} F\,ds

Deriving the Work–Energy Theorem by Integration

Strand 3 requires explaining how kinetic energy relates to work done. Substitute Newton's second law F=maF = ma into the work integral and write acceleration as a=vdvdsa = v\frac{dv}{ds}:

W=∫s1s2m(vdvds)ds=∫v1v2mv dv=[12mv2]v1v2=12mv22−12mv12W = \int_{s_1}^{s_2} m\left(v\frac{dv}{ds}\right)ds = \int_{v_1}^{v_2} mv\,dv = \left[\frac{1}{2}mv^2\right]_{v_1}^{v_2} = \frac{1}{2}mv_2^2 - \frac{1}{2}mv_1^2

This proves the work–energy theorem: the work done by the resultant force equals the change in kinetic energy (Wnet=ΔEkW_{\text{net}} = \Delta E_k). Note that the change of variable from dsds to dvdv converts position limits into velocity limits, directly illustrating integration by substitution.

For an object falling a height hh under gravity alone, W=∫0hmg ds=mghW = \int_0^h mg\,ds = mgh, which equals the decrease in gravitational potential energy.

Elastic Potential Energy: Springs and Elastic Strings

Hooke's Law states that the tension in an elastic spring or string is proportional to its extension xx beyond its natural length ll:

T=kxorT=λxlT = kx \quad \text{or} \quad T = \frac{\lambda x}{l}

where kk is the spring stiffness and λ\lambda is the elastic modulus. Because tension pulls back towards the natural length, the force exerted on the particle by the spring is −kx-kx.

The work done against the elastic restoring force to stretch the spring from extension 00 to xx represents the elastic potential energy stored:

W=∫0xkx′ dx′=12kx2(or λx22l)W = \int_0^x kx'\,dx' = \frac{1}{2}kx^2 \quad \left(\text{or } \frac{\lambda x^2}{2l}\right)

The work done by the spring on the particle during this extension is therefore −12kx2-\frac{1}{2}kx^2.

Tension increases linearly with extension. The triangular area from zero to extension x equals one-half kx squared.
Tension increases linearly with extension. The triangular area from zero to extension x equals one-half kx squared.

Key terms

Integration by Substitution
An analytical calculus technique derived by reversing the chain rule, where setting u=g(x)u = g(x) transforms ∫f(g(x))g′(x) dx\int f(g(x))g'(x)\,dx into ∫f(u) du\int f(u)\,du.
Integration by Parts
An analytical calculus technique derived by reversing the product rule, evaluated using the identity ∫u dw=uw−∫w du\int u\,dw = uw - \int w\,du.
Separation of Variables
The method of solving a first-order differential equation by rearranging terms so that each variable and its differential appear exclusively on opposite sides before integrating.
Terminal Velocity
The constant maximum speed attained by an object moving through a resisting fluid when the drag force equals the driving force, resulting in zero acceleration.
Work–Energy Theorem
The principle that the work done by the resultant force on a particle equals its change in kinetic energy: Wnet=∫F ds=12mv22−12mv12W_{\text{net}} = \int F\,ds = \frac{1}{2}mv_2^2 - \frac{1}{2}mv_1^2.
Hooke's Law
The physical law stating that the restoring tension in an extended elastic string or spring is directly proportional to its extension: T=kx=λxlT = kx = \frac{\lambda x}{l}.
Kinetic Energy
The mechanical energy possessed by an object due to its motion, derived from calculus as Ek=12mv2E_k = \frac{1}{2}mv^2.
Elastic Potential Energy
The mechanical energy stored in a stretched or compressed elastic body, calculated by integrating work done against restoring tension: Ep=12kx2=λx22lE_p = \frac{1}{2}kx^2 = \frac{\lambda x^2}{2l}.

Check yourself

  1. Which differentiation rules give rise to integration by substitution and integration by parts?

    Integration by substitution is derived by reversing the chain rule. Integration by parts is derived by reversing the product rule.

  2. Why is acceleration written as v(dv/ds) instead of dv/dt when solving for velocity as a function of displacement under a drag force?

    Because the problem connects velocity to displacement. Using a = dv/dt introduces time t, creating an extra variable that would require a second integration step, whereas a = v(dv/ds) links v and s directly.

  3. A body of mass 2 kg falls from rest under gravity (g = 9.8 m s^-2) resisted by a drag force 4v N. State the equation of motion, find the terminal velocity, and find v(t).

    Equation of motion: 2(dv/dt) = 2(9.8) - 4v, so dv/dt = 9.8 - 2v. Terminal velocity occurs when dv/dt = 0: v_T = 4.9 m s^-1. Separating variables: integral of dv / (9.8 - 2v) = integral of dt gives -1/2 ln(9.8 - 2v) = t + c. With v(0) = 0, c = -1/2 ln(9.8), giving v(t) = 4.9(1 - e^(-2t)) m s^-1.

  4. According to the LIATE rule, which factors are chosen for u and dw in the integral of x^3 ln(x) dx?

    Logarithmic functions take priority over algebraic functions, so u = ln(x) and dw = x^3 dx.

  5. How do you calculate the total distance travelled over an interval [t_1, t_2] if velocity changes sign at time t*?

    Find the turning time t where v(t) = 0, integrate v(t) separately over [t_1, t] and [t*, t_2], and sum the absolute values of the two integrals.

  6. How is the work–energy theorem derived for a particle moving in a straight line under a resultant force F?

    Integrate work: W = integral of F ds. Substitute F = ma with a = v(dv/ds): W = integral of m v (dv/ds) ds = integral from v_1 to v_2 of m v dv = 1/2 m v_2^2 - 1/2 m v_1^2.

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