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Dynamics of solutions in the 1d bi-harmonic nonlinear Schrödinger equation

Published online by Cambridge University Press:  11 December 2025

Christian Klein*
Affiliation:
Institut de Mathématiques de Bourgogne, UMR 5584, Université Bourgogne Europe, 9 avenue Alain Savary, Dijon Cedex, France Institut Universitaire de France
Iryna Petrenko
Affiliation:
Department of Mathematics & Statistics, Florida International University, Miami, FL, USA
Svetlana Roudenko
Affiliation:
Department of Mathematics & Statistics, Florida International University, Miami, FL, USA
Nikola Stoilov
Affiliation:
Institut de Mathématiques de Bourgogne, UMR 5584, Université Bourgogne Europe, 9 avenue Alain Savary, Dijon Cedex, France
*
Corresponding author: Christian Klein; Email: Christian.Klein@u-bourgogne.fr
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Abstract

We consider the one dimensional 4th order, or bi-harmonic, nonlinear Schrödinger (NLS) equation, namely, $iu_t - \Delta^2 u - 2a \Delta u + |u|^{\alpha} u = 0, ~ x,a \in \mathbb R$, $\alpha \gt 0$, and investigate the dynamics of its solutions for various powers of $\alpha$, including the ground state solutions and their perturbations, leading to scattering or blow-up dichotomy when $a \leq 0$, or to a trichotomy when $a \gt 0$. Ground state solutions are numerically constructed, and their stability is studied, finding that the ground state solutions may form two branches, stable and unstable, which dictates the long-term behaviour of solutions. Perturbations of the ground states on the unstable branch either lead to dispersion or the jump to a stable ground state. In the critical and supercritical cases, blow-up in finite time is also investigated, and it is conjectured that the blow-up happens with a scale-invariant profile (when $a=0$) regardless of the value of $a$ of the lower dispersion. The blow-up rate is also explored.

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Type
Research Article
Creative Commons
Creative Common License - CCCreative Common License - BY
This is an Open Access article, distributed under the terms of the Creative Commons Attribution licence (http://creativecommons.org/licenses/by/4.0), which permits unrestricted re-use, distribution and reproduction, provided the original article is properly cited.
Copyright
© The Author(s), 2025. Published by Cambridge University Press.
Figure 0

Figure 1. Schematic representation of stability of ground states (left) for different powers of nonlinearity $\alpha$ as stated in Conjectures. Below some $\alpha_\ast \leq 2$ all ground states are stable (perturbations asymptotically approach a rescaled ground state). Above some $\alpha^\ast \gt 8$ all ground states are unstable (perturbations either radiate away or blow up). In between, there are two branches of ground states: for $b \gt b^\ast$ a stable branch (on the graph $1/b^\ast$ curve is indicated), and for $b \lt b^\ast$ it is unstable (perturbations ‘jump’ to a stable branch of ground states as shown on the right for the subcritical case, Conjecture I part (2); for critical case see Figure 2).

Figure 1

Figure 2. Schematic representation of solutions behaviour in the critical case: Conjecture II, part 1 (left) and Conjecture II, parts 2a, 2b, 3, 4 (right).

Figure 2

Figure 3. The difference between the numerically computed $Q$ from (2.13) and the exact solution from (2.3).

Figure 3

Figure 4. Profiles of ground state solutions to (2.2) with $b=2$. Left: $a=1$, $2 \leq \alpha \leq 10$. Right: cubic nonlinearity ($\alpha=2$), coefficient of lower dispersion $a= -1,0,1$.

Figure 4

Figure 5. Profiles of ground state solutions to (2.2) with $b=2$ and cubic nonlinearity ($\alpha=2$). Left: $a=-\sqrt{2}$. Right: $a=1.4$.

Figure 5

Figure 6. $\alpha=8$. Dependence of the ground state mass $M[Q^{(a)}]$ on the parameter $a$ for a fixed $b=2$. Mass (left), energy (middle), $L^{\infty}$ (right).

Figure 6

Table 1. Mass $M[Q^{(a)}]$ for different $a$ with fixed $b=2$, $\alpha=8$

Figure 7

Figure 7. $\alpha=2$. Dependence of the ground state mass $M[Q^{(a)}]$ on the parameter $a$ for a fixed $b=2$. Mass (left), energy (middle), $L^{\infty}$ (right).

Figure 8

Figure 8. Dependence in sub-critical cases $\alpha=2$ (top), $\alpha=4$ (middle), $\alpha=6$ (bottom), of $M[Q^{(1)}]$ and $E[Q^{(1)}]$ on the parameter $b$ for a fixed $a=1$ (left and middle columns). Dependence of energy as a function of mass, $E = E(M)$ (right column).

Figure 9

Figure 9. Dependence in the critical $\alpha=8$ (top) and super-critical $\alpha=10$ (bottom) cases, of $M[Q^{(1)}]$ and $E[Q^{(1)}]$ on the parameter $b$ for a fixed $a=1$ (left and middle columns). Dependence of energy as a function of mass, $E = E(M)$ (right column).

Figure 10

Figure 10. Dependence of $\|Q^{(1)}\|_{L^{10}}^{10}$ on $b$ in the critical case $\alpha=8$.

Figure 11

Figure 11. Solution to (2.1), $\alpha=2$, $a=0$, $b=2$ with $u_0=1.01 Q$ (top) and $u_0=0.99 Q$ (bottom). Left: time dependence of the $L^{\infty}$ norm. Right: the difference of the modulus of the solution at $t=10$ and the rescaled ground state $Q_b$.

Figure 12

Figure 12. Time dependence of the $L^\infty$ norms of solutions to (2.1), $\alpha=2$, $b=2$, with $u_0=A Q^{(a)}$ with $A=1.01$ (top), $A=0.99$ (bottom). Left: $a=1$. Right: $a=-1$.

Figure 13

Figure 13. Time dependence of the $L^\infty$ norm of solutions to (2.1), $\alpha=6$, $a=1$ with $u_0=.99Q^{(1)}$ (left) and $u_0=1.01Q^{(1)}$ (right) for $b=1.1$.

Figure 14

Figure 14. Solution to (2.1), $\alpha=6$, $a=1$ with $b=1.3$ (top), $b=3.5$ (bottom), and $u_0=0.99 Q^{(1)}$ (left), $u_0=1.01 Q^{(1)}$ (right). The initial data are chosen such that the mass is approximately the same, but the ground state in the top row has higher energy, thus, unstable.

Figure 15

Figure 15. Solution to (2.1), $\alpha=8$, $a=1$, with initial data $u_0$ and the parameter $b$ as indicated.

Figure 16

Figure 16. Left: time evolution of the solution to (2.1), $\alpha=2$, $a=0$, with $u_0=2\,e^{-x^2}$. Middle: time dependence of the $L^{\infty}$ norm of the solution. Right: solution at the final computational time (blue) and a fitted rescaled ground state (green).

Figure 17

Figure 17. Left: time evolution of solution to (2.1), $\alpha=2$, $a=1$, with $u_0=2\,e^{-x^2}$. Middle: Time dependence of $L^{\infty}$ norm. Right: solution at the final computational time.

Figure 18

Figure 18. Left: time evolution of solution to (2.1), $\alpha=2$, $a=-1$, with $u_0=3\,e^{-x^2}$. Middle: Time dependence of $L^{\infty}$ norm. Right: solution at the final computational time.

Figure 19

Figure 19. Time dependence of the $L^\infty$ norm of solutions to (2.1), $\alpha=8$, $b=2$, $a=0$, with $u_0 = A\, Q^{(0)}$, $A=0.9$ (left) and $A= 1.1$ (right).

Figure 20

Figure 20. Time dependence of the $L^\infty$ norm of the solution $u(t)$ for $b=4$, $\alpha=8$, $a=1$ with $u_0=AQ^{(1)}$, $A=0.9$ (left) and $A=1.2Q^{(1)}$ (right).

Figure 21

Figure 21. Left column: time dependence of the $L^\infty$ norm of solution to (2.1), $\alpha=8$, $a=1$, with $u_0 = A e^{-x^4}$, $A=1.3$ (left) and $A=1.4$ (right).

Figure 22

Figure 22. Left column: time dependence of the $L^\infty$ norm of solution to (2.1), $\alpha=8$, $a=1$, with $u_0 = A \, \text{sech} x$, $A=1.2$ (left) and $A=1.3$ (right).

Figure 23

Figure 23. Solution to (2.1), $\alpha=8$, $a = 0$, and $u_0=1.7\, e^{-x^2}$. Left: time dependence of the $L^\infty$ norm. Middle: energy conservation $\Delta = \log_{10}|E - E_0|$. Right: Blow up rate and linear fitting on a log scale, the blow-up occurs at $t_* = 0.0210375$, the fitting on a log scale up to the time step $1.5 \times 10^{-10}$ is too delicate to give a conclusive value for the rate parameter.

Figure 24

Figure 24. Blow-up profile and the fitting error for the solution of (2.1), $\alpha=8$, $a=0$, with $u_0=1.7 e^{-x^2}$, evolution of which is shown in Figure 23. Left: profile $\|u(t)\|_{L^\infty}$ (blue) at time $t_m: t^*-t_m = 1.8028\times 10^{-5}$, fitted to a rescaled ground state $Q$ (red) from (6.5). Right: difference on a log scale between the solution and the fitted ground state.

Figure 25

Figure 25. Blow-up profile for the solution of (1.1), $\alpha=8$, $a = -2$, with $u_0=1.1\, Q^{(-2)}$ and fitting it with the rescaled ground state $Q^{(0)}$. The solution blows up at $t^* = 0.19177$. Top left: Profile $|u(t)|$ at time $t_m: t^*-t_m = -4.1132\times 10^{-6}$ (blue) fitted to a re-scaled ground state $Q^{(0)}$ (red). Top right: Difference on a log scale between the solution and the fitted ground state. Bottom left: Blow-up of $\|u_{xx}\|_{L^2}$ experimentally fitted to the slope $0.7$. Bottom right: Blow-up of $\|u\|_{L^\infty}$ experimentally fitted to the slope of $0.139$.

Figure 26

Figure 26. Blow-up profile and fitting with the rescaled ground state for the solution of (1.1) with $a = 1$ and Gaussian initial data $u(x,0)=1.7 e^{-x^2}$. The solution blows up at $t^* = 0.021933$. Snapshot of the profile at $t_m: t^*-t_m = 1.3\times 10^{-6}$. Top left: Profile $|u(t)|$ at time $t_m$ (blue) fitted to a rescaled ground state $Q^{(0)}$ (red). Top right: Difference on a log scale between the solution and the fitted ground state. Bottom left: Blow-up of $\|u_{xx}\|_{L^2}$ experimentally fitted to the slope $0.65$. Bottom right: Blow-up of $\|u\|_{L^\infty}$ experimentally fitted to the slope of $0.13$.

Figure 27

Figure 27. Blow up profile and fitting with the rescaled ground state for the solution of (1.1) with $a = 1$, $\alpha=8,$ and initial data $u(x,0)=1.45 \,\text{sech}(x)$. Top left: Profile $|u(t)|$ at time $t_m$ (blue) fitted to a rescaled ground state $Q^{(0)}$ (red). Top right: Difference on a log scale between the solution and the fitted ground state.

Figure 28

Figure 28. Supercritical case $\alpha = 10$. Dichotomy behaviour in the pure quartic bi-NLS (2.1), $a=0$, for $u_0 = A\, Q$ with $A=0.9$ (left) and $A=1.1$ (right).

Figure 29

Figure 29. Supercritical case $\alpha = 10$. Blow up profile and fitting with the rescaled ground state for the solution of (1.1) with $a = 1$ and Gaussian initial data $u(x,0)=1.7 e^{-x^2}$. The solution blows up at $t^* = 0.00375322$. Snapshot at $t_m: t^*-t_m = 2.0\times 10^{-8}$. Clockwise from top left: Profile $|u(t)|$ at time $t$ (blue) fitted to a re-scaled ground state (red, given by the asymptotic solution for $a = 0$); Difference on a log scale between the solution and the fitted ground state; Blow-up of $\|u_{xx}\|_{L^2}$ experimentally fitted to rate $0.59$; Blow-up of $\|u\|_{L^\infty}$ experimentally fitted to rate of $0.1$. The case with negative $a$ does not provide qualitatively new results.