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General rigidity principles for stable and minimal elastic curves

  • Tatsuya Miura EMAIL logo and Kensuke Yoshizawa

Abstract

For a wide class of curvature energy functionals defined for planar curves under the fixed-length constraint, we obtain optimal necessary conditions for global and local minimizers. Our results extend Maddocks’ and Sachkov’s rigidity principles for Euler’s elastica by a new, unified and geometric approach. This in particular leads to complete classification of stable closed p-elasticae for all p ( 1 , ) and of stable pinned p-elasticae for p ( 1 , 2 ] . Our proof is based on a simple but robust “cut-and-paste” trick without computing the energy nor its second variation, which works well for planar periodic curves but also extends to some non-periodic or non-planar cases. An analytically remarkable point is that our method is directly valid for the highly singular regime p ( 1 , 3 2 ] in which the second variation may not exist even for smooth variations.

Award Identifier / Grant number: 18H03670

Award Identifier / Grant number: 20K14341

Award Identifier / Grant number: 21H00990

Award Identifier / Grant number: 22K20339

Funding statement: The first author is supported by JSPS KAKENHI Grant Numbers 18H03670, 20K14341, and 21H00990, and by Grant for Basic Science Research Projects from The Sumitomo Foundation. The second author is supported by JSPS KAKENHI Grant Number 22K20339.

A Second variation for the p-bending energy

In this section we formally compute the second variation of the p-bending energy p and observe that, in the singular regime p ( 1 , 2 ) , it is even possible that the second variation may not be well defined even at a critical point (p-elastica). This fact suggests that the stability analysis of p-elasticae is substantially delicate compared to the classical case p = 2 .

First, we rigorously compute the second variation of the p-bending energy p under the absence of inflection points and the C 2 -regularity of variations. Recall from [26, Theorem 1.7] that any planar p-elastica is of class C 2 and hence its signed curvature k is continuous. Let T denote the unit tangent T := γ and N the unit normal such that γ ′′ = k N . Then we have the following:

Proposition A.1.

Let p ( 1 , ) , L > 0 , and let γ : [ 0 , L ] R 2 be an arclength parametrized p-elastica. Suppose that the signed curvature k C ( [ 0 , L ] ) of γ has no zero. Then the second variation d 2 B p of B p at γ in a direction η C 2 ( [ 0 , L ] ; R 2 ) is given by

(A.1) d 2 p [ γ ] , η := d 2 d ε 2 p [ γ + ε η ] | ε = 0 = 𝐈 [ γ ] ( η ) + 𝐉 [ γ ] ( η ) + 𝐊 [ γ ] ( η ) ,

where I [ γ ] ( η ) , J [ γ ] ( η ) , and K [ γ ] ( η ) are defined by

𝐈 [ γ ] ( η ) := 0 L | k | p [ ( 4 p 2 - 1 ) ( T , η ) 2 + ( 1 - 2 p ) | η | 2 ] 𝑑 s ,
𝐉 [ γ ] ( η ) := 0 L | k | p - 1 [ p ( p - 3 ) ( N , η ) 2 + 2 p ( - 2 p + 1 ) ( N , η ′′ ) ( T , η )
       + 2 p ( 2 p - 3 ) ( N , η ) ( T , η ′′ ) ] d s ,
𝐊 [ γ ] ( η ) := p ( p - 1 ) 0 L | k | p - 2 [ | η ′′ | 2 + 3 ( T , η ′′ ) 2 ] 𝑑 s .

Proof.

For η W 2 , p ( 0 , L ; n ) and small ε , define γ ε W 2 , p ( 0 , L ; n ) by

γ ε ( s ) := γ ( s ) + ε η ( s ) , s [ 0 , L ] .

Then the curvature vector κ ε of γ ε is given by

κ ε = 1 | γ ε | 2 γ ε ′′ - ( γ ε , γ ε ′′ ) | γ ε | 4 γ ε .

Hence, the p-bending energy of γ ε is represented by

p [ γ ε ] = γ ε | κ ε | p | γ ε | 𝑑 s ,

and its derivative along { γ ε } ε can be computed as

d d ε p [ γ ε ] = 0 L | κ ε | p ( γ ε , η ) | γ ε | 𝑑 s + 0 L p | κ ε | p - 2 ( κ ε , ε κ ε ) | γ ε | 𝑑 s ,

where

ε κ ε = 1 | γ ε | 2 η ′′ - 2 ( γ ε , η ) | γ ε | 4 γ ε ′′
- ( ( γ ε , γ ε ′′ ) | γ ε | 4 η + [ ( γ ε , η ′′ ) + ( γ ε ′′ , η ) | γ ε | 4 - 4 ( γ ε , γ ε ′′ ) ( γ ε , η ) | γ ε | 6 ] γ ε ) .

From this formula, the second derivative along { γ ε } ε can also be computed as

d 2 d ε 2 p [ γ ε ] = 2 0 L p | κ ε | p - 2 ( κ ε , ε κ ε ) ( γ ε , η ) | γ ε | 𝑑 s + 0 L | κ ε | p ( ε ( γ ε | γ ε | ) , η ) 𝑑 s
+ 0 L p ( p - 1 ) | κ ε | p - 2 | ε κ ε | 2 | γ ε | 𝑑 s
+ 0 L p | κ ε | p - 2 ( κ ε , ε 2 κ ε ) | γ ε | 𝑑 s .

Noting that | γ | 1 and ( γ , γ ′′ ) = 0 , we have

ε κ ε | ε = 0 = η ′′ - 2 ( γ , η ) γ ′′ + ( ( γ , η ′′ ) + ( γ ′′ , η ) ) γ ,
( κ ε , ε 2 κ ε ) | ε = 0 = - 4 ( γ , η ) ( γ ′′ , η ′′ ) + ( - 2 | η | 2 + 8 ( γ , η ) 2 ) | γ ′′ | 2
- 2 ( - 2 ( γ , η ′′ ) + 8 ( γ ′′ , η ) ) ( γ ′′ , η ) .

Consequently, using γ = T and γ ′′ = κ 0 = k N , we obtain the desired formula as in (A.1). ∎

Remark A.2 (Ill-definedness for W 2 , p -variations: The singular case p < 2 ).

We have already noticed that for p ( 1 , 2 ) the second variation may diverge in the whole energy space W 2 , p . Indeed, 𝐊 [ γ ] ( η ) p ( p - 1 ) k * 0 L | η ′′ | 2 𝑑 s holds for k * := min | k | > 0 , while 𝐈 [ γ ] ( η ) and 𝐉 [ γ ] ( η ) are always convergent by Hölder’s inequality. This means that the second variation formula in Proposition A.1 makes sense for any η W 2 , p ( 0 , L ; 2 ) if and only if p 2 .

The above fact suggests that in the singular regime p ( 1 , 2 ) it is delicate to handle second variations. However, if one focuses on instability, then it may be sufficient to look at smooth variations only (e.g., as in [12]). For smooth variations η, Proposition A.1 ensures that every term is well defined at least when the curvature k has no zero. Hence, the main issue is reduced to the case in the presence of zeroes of k, where the term 𝐊 [ γ ] ( η ) involving | k | p - 2 may diverge. In [26] it is shown that the case of wavelike p-elasticae has the worst regularity. For any arclength parametrized wavelike p-elastica, the signed curvature k is given by k ( s ) = a cn p ( a ( s - s 0 ) , q ) for some a > 0 , q ( 0 , 1 ) , and s 0 (see [26, Definition 3.4] for cn p ). Thus the integrability of | k | p - 2 is reduced to the following lemma.

Lemma A.3.

Let p ( 1 , ) , q ( 0 , 1 ) , and let cn p ( , q ) be the p-elliptic cosine function. Let U be a neighborhood of zero of cn p ( , q ) . Then

cn p ( , q ) L p - 2 ( U ) p > 3 2 .

Proof.

First, recall that the p-elliptic cosine function cn p ( , q ) is defined by

cn p ( x , q ) := | cos am 1 , p ( x , q ) | 2 p - 1 cos am 1 , p ( x , q ) ,

where am 1 , p ( , q ) is the inverse function of

x F 1 , p ( x , q ) := 0 x | cos θ | 1 - 2 p 1 - q 2 sin 2 θ 𝑑 θ .

Let K 1 , p ( q ) := F 1 , p ( π 2 , q ) . Then we see that the set of zero points of cn p ( , q ) is given by

Z p , q := { x : cn p ( x , q ) = 0 } = { ( 2 n + 1 ) K 1 , p ( q ) } .

By periodicity, it suffices to consider a neighborhood of K 1 , p ( q ) . For a sufficiently small δ > 0 , we have

K 1 , p ( q ) - δ K 1 , p ( q ) + δ | cn p ( x , q ) | p - 2 d x = K 1 , p ( q ) - δ K 1 , p ( q ) + δ ( | cos am 1 , p ( x , q ) | 2 p ) p - 2 d x
= π 2 - δ π 2 + δ ( | cos y | 2 p ) p - 2 | cos y | 1 - 2 p 1 - q 2 sin 2 y d y ,

where in the last equality we used the change of variables y = am 1 , p ( x , q ) and set δ > 0 by π 2 + δ = am 1 , p ( K 1 , p ( q ) + δ , q ) . Since y 1 / 1 - q 2 sin 2 y is continuous, the integrability of | cn p ( , q ) | p - 2 is reduced to that of | cos y | 3 - 6 p around y = π 2 . This is equivalent to 3 - 6 p > - 1 , and hence we obtain the desired conclusion. ∎

Remark A.4 (Ill-definedness for smooth variations: The highly singular case p 3 2 ).

Now we find that the second variation for wavelike p-elasticae with p ( 1 , 3 2 ] may not exist even if η is smooth. Since we still have | 𝐈 [ γ ] ( η ) | , | 𝐉 [ γ ] ( η ) | < , again we only need to take care of the term 𝐊 [ γ ] ( η ) . Let γ : [ 0 , L ] 2 be an arclength parametrized wavelike p-elastica with some z ( 0 , L ) such that k ( z ) = 0 . Consider η C 2 ( 0 , L ; 2 ) such that | η ′′ ( z ) | 0 ; then there is c * > 0 such that | η ′′ | c * holds in a neighborhood U of z. Then, by the change of variables we see that

𝐊 [ γ ] ( η ) p ( p - 1 ) c * 2 U | k ( s ) | p - 2 d s = p ( p - 1 ) c * 2 a p - 3 U ~ | cn p ( x , q ) | p - 2 d x ,

where U ~ is a neighborhood of a zero of cn p ( , q ) . Thus we deduce by Lemma A.3 that 𝐊 [ γ ] ( η ) diverges if (and in fact only if) p ( 1 , 3 2 ] .

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Received: 2023-03-23
Published Online: 2024-04-24
Published in Print: 2024-05-01

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