5.2 Calculus - AHL content

Syllabus
First assessment 2021
Topic
5.2
Level
HL

Further differentiation combines standard derivatives with structural rules

HL only

Know (sinx)=cosx(\sin x)'=\cos x, (cosx)=sinx(\cos x)'=-\sin x, (tanx)=sec2x(\tan x)'=\sec^2x, (ex)=ex(e^x)'=e^x, (lnx)=1/x(\ln x)'=1/x and (xn)=nxn1(x^n)'=nx^{n-1} for rational nn on the appropriate domain.

Use chain (f(g(x)))=f(g(x))g(x)(f(g(x)))'=f'(g(x))g'(x), product (uv)=uv+uv(uv)'=u'v+uv' and quotient (u/v)=(uvuv)/v2(u/v)'=(u'v-uv')/v^2. Identify the outer structure before choosing a rule, and combine rules when functions are nested.

Example

For y=x2e3xy=x^2e^{3x}, dy/dx=2xe3x+3x2e3x=xe3x(2+3x)dy/dx=2xe^{3x}+3x^2e^{3x}=xe^{3x}(2+3x). In related rates, differentiate the connecting equation with respect to time, then substitute values with units only after differentiating.

Do not confuse this Objective with second derivatives in AHL 5.10. Product and quotient rules require both terms, and the chain rule requires the derivative of the inner function.

Concavity turns a local test into a geometric explanation

HL only

Concavity describes whether a curve bends above or below its tangent trend. The sign of the second derivative gives this local curvature when the function is twice differentiable.

An inflection point is where concavity changes, not merely where f''=0. Check the sign on both sides and include points where f'' is undefined if the original function is defined there.

For f(x)=x³, f''(x)=6x changes from negative to positive at x=0, so the origin is a stationary inflection: f'(0)=0 but the function keeps increasing through it.

A zero second derivative alone does not prove an inflection or extremum. Use neighbouring intervals and the domain, not one substituted value.

Further integration recognizes reverse derivatives and substitutions

HL only

Use xndx=xn+1/(n+1)+C\int x^n\,dx=x^{n+1}/(n+1)+C for rational n1n\ne-1, x1dx=lnx+C\int x^{-1}\,dx=\ln|x|+C, sinxdx=cosx+C\int\sin x\,dx=-\cos x+C, cosxdx=sinx+C\int\cos x\,dx=\sin x+C, sec2xdx=tanx+C\int\sec^2x\,dx=\tan x+C and exdx=ex+C\int e^x\,dx=e^x+C.

For f(g(x))g(x)dx\int f(g(x))g'(x)\,dx, let u=g(x)u=g(x) or recognize the reverse chain rule. Constant factors must be adjusted so the derivative of the inner function is present.

Example

4xsin(x2)dx\int4x\sin(x^2)\,dx: take u=x2u=x^2, so du=2xdxdu=2x\,dx and the integral becomes 2sinudu=2cos(x2)+C2\int\sin u\,du=-2\cos(x^2)+C.

Differentiate the result to verify it. Do not use the ordinary power rule for x1x^{-1}, omit absolute values in lnx\ln|x|, or forget the inner derivative adjustment.

Volumes of revolution come from rotating cross-sectional area

HL only

Rotating a region about an axis creates thin discs, washers or shells. About the x-axis, a disc method uses V=π∫[radius]²dx; washers subtract the inner radius squared from the outer.

Choose the variable and axis so the radius and bounds are explicit. If the region crosses the axis or the radii change order, split the integral rather than silently using one formula.

Rotating y=x on 0≤x≤2 about the x-axis gives V=π∫₀²x²dx=8π/3. The radius is y=x, not the horizontal coordinate itself by definition.

An area integral is not automatically a volume. Square the radius, include π, and check whether the axis and region create overlapping solids.

For area between a curve and an axis, split at intersections and use absolute geometric pieces when the question asks for area because an integral below the axis is negative. For revolution about the y-axis, V=πabx2dyV=\pi\int_a^b x^2\,dy; about the x-axis, V=πaby2dxV=\pi\int_a^b y^2\,dx. Express both bounds and radius in the integration variable.

Kinematics links position, velocity and acceleration through derivatives

HL only

For position s(t), velocity v(t)=ds/dt and acceleration a(t)=dv/dt=d²s/dt². Integrating velocity or acceleration needs initial conditions to recover the earlier quantity.

The sign depends on the chosen positive direction. A negative velocity means motion opposite that direction; a negative acceleration does not necessarily mean the object is slowing if velocity is also negative. Keep the sign convention fixed throughout the interval.

If s(t)=t³−6t²+9t, then v=3t²−12t+9 and a=6t−12. At t=1, v=0 but a=−6, so the object is instantaneously stationary while its velocity is changing.

Distance is not signed displacement. Use |v| or integrate speed for total distance, and use the stated time interval when locating turning points.

Also use a=vdv/dsa=v\,dv/ds when velocity is given as a function of displacement. Over [t1,t2][t_1,t_2], displacement is t1t2v(t)dt\int_{t_1}^{t_2}v(t)\,dt while total distance is t1t2v(t)dt\int_{t_1}^{t_2}|v(t)|\,dt; split at zeros of vv. Dot notation x˙\dot x and x¨\ddot x denotes first and second time derivatives.

Separable equations turn a contextual rate law into a solution family

HL only

Build a differential equation by translating the stated rate relationship and units. A separable equation dy/dx=g(x)h(y)dy/dx=g(x)h(y) can be rearranged as dy/h(y)=g(x)dxdy/h(y)=g(x)\,dx and integrated on both sides.

The integration constant gives the general solution; an initial condition selects a particular solution. For proportional change dy/dx=kydy/dx=ky, separation gives lny=kx+C\ln|y|=kx+C and hence y=Aekxy=Ae^{kx} on the relevant branch.

Example

If dP/dt=0.2PdP/dt=0.2P and P(0)=100P(0)=100, then the general non-zero solution is P=Ae0.2tP=Ae^{0.2t} and the condition gives A=100A=100, so P(t)=100e0.2tP(t)=100e^{0.2t}.

Do not introduce a logistic capacity term unless the context states it. Keep equilibrium solutions that may be lost by division, and distinguish a general solution from the one satisfying initial data.

A slope field shows the direction of solutions before solving them

HL only

A slope field places a small line segment with slope dy/dx=f(x,y) at many points. A solution curve follows the local directions and cannot cross itself where the differential equation gives a unique slope.

Equilibria appear where f(x,y)=0, because the segments are horizontal there. Draw trajectories from an initial condition by following the field, while remembering that the sketch is qualitative unless a scale is stated.

For dy/dx=y−x, the line y=x has zero slope segments. A solution starting above that line initially rises more steeply; the field helps predict the direction before numerical work.

A slope field is not the solution curve and its segments are not vectors showing speed. Read slope, position and equilibrium separately.

Euler's method steps a differential equation forward approximately

HL only

For dy/dx=f(x,y), Euler's method uses y_(n+1)=y_n+h f(x_n,y_n). It replaces the curve on each short interval with the tangent at the current point.

Choose a step h, state the starting point and keep the same update rule. Smaller h usually reduces local error for a smooth problem, but accumulated error and model uncertainty remain.

For dy/dx=y, y(0)=1 and h=0.1, the first Euler step gives y₁=1+0.1(1)=1.1, while the exact value e^{0.1}≈1.105. The approximation is close but not identical.

Use the slope at the current point, not the next point, and do not confuse a numerical estimate with an exact solution. Check units of h and the direction of the step.

For a coupled system, update every component from the same current state: xn+1=xn+hf1(xn,yn,tn)x_{n+1}=x_n+h f_1(x_n,y_n,t_n) and yn+1=yn+hf2(xn,yn,tn)y_{n+1}=y_n+h f_2(x_n,y_n,t_n). Do not use the newly updated xn+1x_{n+1} inside the same Euler step for yy unless a different method is explicitly specified. Technology or a spreadsheet may generate the table.

A phase portrait shows how a dynamical system moves through state space

HL only

A phase portrait plots state variables against one another rather than against time. Arrows or trajectories show how the system evolves, and fixed points are states where all derivatives are zero.

Classify a fixed point by nearby trajectories: convergence suggests stability, while divergence suggests instability. Nullclines where one derivative is zero help locate and interpret the flow without solving every trajectory.

In a predator–prey portrait, a closed orbit can indicate repeating population states; it does not mean the two populations are constant. The axes and direction arrows are essential evidence.

A phase portrait is not a time-series graph. It may hide the speed of motion, and a visually central point is not automatically an equilibrium or stable state.

For x˙=ax+by\dot x=ax+by, y˙=cx+dy\dot y=cx+dy with distinct non-zero eigenvalues: positive real parts move away from the origin; negative real parts move toward it; complex values spiral; purely imaginary values give circles or ellipses; real values of opposite signs give a saddle. Exact solutions are required only for distinct real eigenvalues, using eigenvector modes.

Euler's method handles second order by creating a first-order system

HL only

For d2x/dt2=f(x,dx/dt,t)d^2x/dt^2=f(x,dx/dt,t), define y=dx/dty=dx/dt. Then rewrite the equation as the coupled system dx/dt=ydx/dt=y and dy/dt=f(x,y,t)dy/dt=f(x,y,t).

With step hh, update simultaneously from the current state: xn+1=xn+hynx_{n+1}=x_n+hy_n and yn+1=yn+hf(xn,yn,tn)y_{n+1}=y_n+h f(x_n,y_n,t_n). Initial position and velocity provide the two starting values.

Example

For x=xx''=-x, x(0)=1x(0)=1, x(0)=0x'(0)=0 and h=0.1h=0.1, set y=xy=x'. One Euler step gives x1=1+0.1(0)=1x_1=1+0.1(0)=1 and y1=0+0.1(1)=0.1y_1=0+0.1(-1)=-0.1.

The syllabus requires numerical Euler and phase-portrait treatment, not a general characteristic-equation solution. Use both current values in one update and do not confuse velocity yy with position xx.

Objective notes

10 learning objectives
AHL 5.9 (HL)—Further differentiation• Differentiate sin x, cos x, tan x, e^x, ln x and x^n for n in Q.• Use chain, product and quotient rules.• Solve related rates problems.ViewAHL 5.10 (HL)—Second derivative and concavity• Use second derivative notation and second derivative test for maxima/minima.• Interpret concavity and points of inflexion in context.ViewAHL 5.11 (HL)—Further integration• Integrate x^n, sin x, cos x, sec^2 x and e^x.• Use integration by inspection or substitution of the form integral f(g(x))g'(x) dx.ViewAHL 5.12 (HL)—Areas and volumes• Find areas enclosed by curves and x- or y-axes, including negative integrals.• Find volumes of revolution about the x-axis or y-axis.ViewAHL 5.13 (HL)—Kinematics• Use displacement, velocity and acceleration with v=ds/dt and a=dv/dt=d2s/dt2.• Use a=v dv/ds where appropriate.• Displacement is integral of velocity; total distance is integral of speed.ViewAHL 5.14 (HL)—Differential equation modelling• Set up differential equations from contexts.• Solve separable differential equations; exponential models solve dy/dx=ky.• Know the term general solution.ViewAHL 5.15 (HL)—Slope fields• Use and interpret slope fields and their diagrams.ViewAHL 5.16 (HL)—Euler's method• Use Euler's method for numerical solutions of first-order differential equations.• Use technology/spreadsheets for approximations.• Numerically solve coupled first-order systems such as predator-prey models.ViewAHL 5.17 (HL)—Phase portraits• Use phase portraits for coupled systems dx/dt=ax+by, dy/dt=cx+dy.• Analyse future paths using real, complex and imaginary eigenvalues.• Identify equilibrium points, stable populations, saddle points, spirals and circles/ellipses.ViewAHL 5.18 (HL)—Second-order differential equations• Solve second-order differential equations numerically with Euler's method.• Rewrite as coupled first-order equations dx/dt=y and dy/dt=f(x,y,t).• Use phase portrait ideas for suitable second-order systems.View