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Viscoplastic Burgers Equation Analysis

Updated 17 January 2026
  • The viscoplastic Burgers equation is a 1D conservation law that incorporates nonlinear advection with a singular, plastic stress term to model yield‐stress phenomena.
  • It employs a variational regularization framework with uniform energy-dissipation estimates and convergence to BV solutions as the regularization vanishes.
  • The model provides insights into geophysical applications such as sea-ice dynamics by relating shock formation and plateau behaviors to plastic yield conditions.

The viscoplastic Burgers equation is a one-dimensional scalar conservation law that extends the classical inviscid Burgers equation by incorporating a singular plastic stress, formally represented by the 1-Laplacian or, equivalently, the subdifferential of the total variation functional. This prototype arises in contexts with yield-stress effects and plasticity, notably in models of sea-ice dynamics where plastic flow constrains strain rates. The equation admits a variational regularization yielding well-posedness, and its singular limit is characterized by solutions in the space of functions of bounded variation (BV), with the non-smooth stress interpreted via convex analysis and monotone operator theory (Liu et al., 10 Jan 2026).

1. Formulation and Regularization

The standard viscous Burgers equation involves linear viscosity, whereas the viscoplastic Burgers equation supplements the inviscid dynamics with a nonlinear, singular plastic stress. For ε>0\varepsilon > 0, the regularized Cauchy problem is: {tuε+x(12(uε)2)=xσε,(t,x)(0,)×R, σε=sψε(xuε),ψε(s)=ε2+s2, uε(0,x)=uinε(x),uε0 as x.\begin{cases} \partial_t u^\varepsilon + \partial_x \left( \frac{1}{2} (u^\varepsilon)^2 \right) = \partial_x \sigma^\varepsilon, \qquad (t, x) \in (0, \infty) \times \mathbb{R}, \ \sigma^\varepsilon = \partial_s \psi_\varepsilon ( \partial_x u^\varepsilon ), \qquad \psi_\varepsilon(s) = \sqrt{\varepsilon^2 + |s|^2}, \ u^\varepsilon(0,x) = u_{\text{in}}^\varepsilon(x), \qquad u^\varepsilon \to 0 \text{ as } |x| \to \infty. \end{cases} This yields the explicit relation

σε=xuεε2+xuε2.\sigma^\varepsilon = \frac{\partial_x u^\varepsilon}{\sqrt{\varepsilon^2 + |\partial_x u^\varepsilon|^2}}.

Initial data uinεu_{\text{in}}^\varepsilon are smooth, H2(R)H^2(\mathbb{R})-functions vanishing at infinity with uniform-in-ε\varepsilon bounds.

2. Existence and Regularity of Solutions

For fixed ε>0\varepsilon > 0, the equation admits a unique global solution with the following properties [Thm 3.1, (Liu et al., 10 Jan 2026)]:

  • uεL(0,;H2(R))L2(0,;H2(R))u^\varepsilon \in L^\infty(0, \infty; H^2(\mathbb{R})) \cap L^2(0, \infty; H^2(\mathbb{R})),
  • tuεL(0,;L2(R))L2(0,;H1(R))\partial_t u^\varepsilon \in L^\infty(0, \infty; L^2(\mathbb{R})) \cap L^2(0, \infty; H^1(\mathbb{R})),
  • Weak (integral) formulation and global energy-dissipation balance for every T>0T > 0: 12uε(T)L22+ε0TxuεL22dt+0TRxuε2ε2+xuε2dxdt=12uinεL22.\frac{1}{2} \| u^\varepsilon(T) \|_{L^2}^2 + \varepsilon \int_0^T \| \partial_x u^\varepsilon \|_{L^2}^2 \, dt + \int_0^T \int_\mathbb{R} \frac{|\partial_x u^\varepsilon|^2}{\sqrt{\varepsilon^2 + |\partial_x u^\varepsilon|^2}} dx\, dt = \frac{1}{2} \| u^\varepsilon_{\text{in}} \|_{L^2}^2. A series of a priori estimates, uniform in ε\varepsilon, hold for uεu^\varepsilon and σε\sigma^\varepsilon, including LL^\infty and BV estimates ensuring compactness as ε0\varepsilon \to 0.

3. Singular Limit and the Plastic Burgers Equation

Letting ε0\varepsilon \to 0, compactness arguments (energy estimates, Oleinik one-sided bound, and the Aubin–Simon lemma) yield convergence to a limit (u,R)(u, R), where uu solves the plastic (or perfectly plastic) Burgers equation in the sense of distributions: tu+x(12u2)xξ,\partial_t u + \partial_x \left( \frac{1}{2} u^2 \right) \in \partial_x \xi, for ξ(t,)TV(u(t,))\xi(t, \cdot) \in \partial \mathrm{TV}(u(t, \cdot)), where TV\mathrm{TV} denotes total variation. The limit equation includes the following features:

  • Global energy-dissipation: 12u(t)L22+0tTV(u(τ))dτ12uinL22,\frac{1}{2}\|u(t)\|_{L^2}^2 + \int_0^t \mathrm{TV}(u(\tau))\, d\tau \leq \frac{1}{2} \|u_{\text{in}}\|_{L^2}^2,
  • Oleinik’s condition: xu(,t)<1/t\partial_x u(\cdot, t) < 1/t in distributions,
  • Existence of (u,R)(u, R) with uL(0,;BVL)C([0,);L1)u \in L^\infty(0, \infty; BV \cap L^\infty) \cap C([0, \infty); L^1), RL(0,;BVL)R \in L^\infty(0, \infty; BV \cap L^\infty), R1|R| \leq 1.

4. Total Variation and Its Subdifferential

For vBV(R)v \in BV(\mathbb{R}), the total variation is defined by

TV(v)=RDxv=sup{Rvϕxdx:ϕC01,ϕ1}.\mathrm{TV}(v) = \int_{\mathbb{R}} |D_x v| = \sup \left\{ \int_{\mathbb{R}} v\, \phi_x\, dx : \phi \in C_0^1,\, |\phi| \leq 1 \right\}.

Its convex subdifferential TV(v)\partial \mathrm{TV}(v) in L2L^2 is the set of ξL2\xi \in L^2 such that

wL2: TV(w)TV(v)+Rξ(wv)dx,\forall w \in L^2:~ \mathrm{TV}(w) \geq \mathrm{TV}(v) + \int_{\mathbb{R}} \xi (w-v)\, dx,

which, equivalently, satisfies ξL1\|\xi\|_{L^\infty} \leq 1 and ξ(x)Sign(vx(x))\xi(x) \in \mathrm{Sign}(v_x(x)) almost everywhere, with ξvxdx=TV(v)\int \xi v_x dx = \mathrm{TV}(v). Here, Sign(s)=s/s\mathrm{Sign}(s) = s/|s| for s0s \neq 0, [1,1][-1,1] for s=0s=0.

5. Interplay of Nonlinear Advection and Plastic Stresses

The model combines nonlinear advection (Burgers nonlinearity) with the singular 1-Laplacian stress, producing a “damped Hamiltonian system.” Without the plastic term, Burgers shocks are governed by the Rankine–Hugoniot and Oleinik’s entropy conditions. The 1-Laplacian stress term, expressed as xξ\partial_x \xi with ξSign(xu)\xi \in \mathrm{Sign}(\partial_x u), implements a “plastic” regularization which prevents excessive gradient growth, produces plateaus, and accommodates shock-like discontinuities. The equation is not a gradient flow, and uniqueness cannot be guaranteed in full generality. However, Oleinik’s one-sided condition provides partial control of admissible jump discontinuities.

6. Connection to Sea-Ice Dynamics and the Hibler Model

The viscoplastic Burgers equation is motivated by similarities to Hibler’s two-dimensional viscous–plastic model of sea-ice, where the stress tensor is governed by a convex, positively 1-homogeneous potential ψH(e)=Pe2\psi_H(e) = P \sqrt{ \ldots |e|^2 \ldots } and σHψH(e)\sigma_H \in \partial \psi_H(e). In the scalar “toy” model discussed here, the 1D strain rate uxu_x substitutes for the full strain-rate tensor, and ψH\partial \psi_H is replaced by the subdifferential of the modulus. The analogy aligns

  • The convective term uuxu u_x with sea-ice advection,
  • The plastic stress xξ\partial_x \xi, ξSign(ux)\xi \in \mathrm{Sign}(u_x), with Hibler’s non-Newtonian yield condition.

Explicit numerical simulations are not provided, but the qualitative parallels are observed: shock formation is analogous to ridge formation in sea ice, and plateaus represent intact ice floes (Liu et al., 10 Jan 2026).

7. Mathematical and Physical Significance

The viscoplastic Burgers equation provides a rigorous, variationally-regularized framework for studying interacting nonlinear transport and plastic effects. The limit equation characterizes the interplay between singular diffusion and nonlinear advection—a scenario encountered in idealized materials with yield stress and in geophysical applications such as sea-ice dynamics. Existence theory leverages vanishing-viscosity methods and convex functional analysis, exploiting the structure of the total variation subdifferential. The results establish uniform estimates, existence of BV solutions, and a global energy-entropy structure, confirming the suitability of the model as a testbed for understanding more complex vectorial plastic flows (Liu et al., 10 Jan 2026).

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