Question 5 of 7: Creep of a standard-linear-solid model (Kelvin–Voigt in series with a spring)
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Notes on this paper
National Exam 04-Chem-B8, Polymer Engineering — December 2014. Three hours, OPEN BOOK
(any non-communicating calculator). The paper is in four parts: Part A (Q1–2, 20 marks each),
Part B (Q3–4, 30 marks each), Part C (Q5–6, 30 marks each) and Part D (Q7, 20 marks).
A candidate answers ONE question from each of A, B, C and the single question in D — four questions
constitute a complete paper. For completeness this solution works all seven questions in full.
Reference texts: Rudin & Choi, The Elements of Polymer Science and Engineering,
3rd ed.; Sperling, Introduction to Physical Polymer Science, 4th ed.; Odian,
Principles of Polymerization, 4th ed.; Young & Lovell, Introduction to Polymers, 3rd ed.;
Painter & Coleman, Fundamentals of Polymer Science, 2nd ed.
Question 5: Creep of a standard-linear-solid model (Kelvin–Voigt in series with a spring) (Part C — 30 marks)
Given. Series combination of a Kelvin–Voigt element (\(E_1\parallel\eta_1\)) and a
lone spring \(E_2\), under constant stress \(\sigma\). Measured strains:
\(\epsilon(0^+)=0.002\), \(\epsilon(1000\,\text{s})=0.004\), \(\epsilon(\infty)=0.006\).
Find. (a) \(\epsilon(t)\); (b) the retardation time \(\tau_1\); (c) the
creep–recovery curve.
Mechanical analogue: a lone spring \(E_2\) in series with a Kelvin–Voigt element (\(E_1\) parallel to dashpot \(\eta_1\)). The series spring gives the instantaneous jump; the Kelvin element gives the delayed, fully-recoverable creep.
Approach. Add the strains of series elements: the lone spring responds instantly, the
Kelvin element responds with a delayed exponential of time constant \(\tau_1=\eta_1/E_1\); pin the two
compliances and \(\tau_1\) from the three data points.
(a) Total-strain expression
Elements in series carry the same stress \(\sigma\) and their strains add. The lone spring gives an
instantaneous elastic strain \(\sigma/E_2\); the Kelvin–Voigt element under constant stress creeps as
\((\sigma/E_1)(1-e^{-t/\tau_1})\). Therefore
Instantaneous response fixes \(\sigma/E_2\). At \(t=0^+\) the Kelvin term is zero, so
\(\epsilon(0^+)=\sigma/E_2=0.002\).
Long-time plateau fixes \(\sigma/E_1\). As \(t\to\infty\) the exponential dies and
\(\epsilon(\infty)=\sigma/E_2+\sigma/E_1=0.006\), hence
\(\sigma/E_1=0.006-0.002=0.004\).
Intermediate point fixes \(\tau_1\). At \(t=1000\) s,
$$0.004 = 0.002+0.004\left(1-e^{-1000/\tau_1}\right)
\;\Rightarrow\; 1-e^{-1000/\tau_1}=0.5 \;\Rightarrow\; e^{-1000/\tau_1}=0.5.$$
Thus \(1000/\tau_1=\ln 2\) and
$$\tau_1=\frac{1000}{\ln 2}=\boxed{1443\ \text{s}}.$$
(c) Creep and recovery
Creep–recovery response. On loading: an instantaneous jump to \(\sigma/E_2=0.002\), then delayed creep toward \(\epsilon_\infty=0.006\), passing through 0.004 at 1000 s. On unloading at 1000 s: an instantaneous elastic recovery of \(\sigma/E_2=0.002\) (drop to 0.002), then the Kelvin strain decays exponentially with the same \(\tau_1\) to zero permanent set.
Because there is no free (series) dashpot, all of the strain is recoverable: the series spring recovers
instantly and the Kelvin element relaxes back to zero, leaving no permanent set. At the moment of unloading
the Kelvin strain is \(\epsilon_K(1000)=0.004(1-e^{-\ln2})=0.002\); it then decays as
\(0.002\,e^{-(t-1000)/\tau_1}\).