Abstract
We prove a local splitting theorem for three-manifolds with mean convex boundary and scalar curvature bounded from below that contain certain locally area-minimizing free boundary surfaces. Our methods are based on those of Micallef and Moraru (Splitting of 3-manifolds and rigidity of area-minimizing surfaces, arXiv:1107.5346, 2011). We use this local result to establish a global rigidity theorem for area-minimizing free boundary disks. In the negative scalar curvature case, this global result implies a rigidity theorem for solutions of the Plateau problem with length-minimizing boundary.
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Acknowledgements
I am grateful to my Ph.D advisor at IMPA, Fernando Codá Marques, for his constant advice and encouragement. I also thank Ivaldo Nunes for enlightening discussions about free boundary surfaces. Finally, I am grateful to the hospitality of the Institut Henri Poincaré, where the first drafts of this work were written in October/November 2012. I was supported by CNPq-Brazil and FAPERJ.
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The author was supported by CNPq-Brazil and FAPERJ.
Appendix
Appendix
For completeness we include some general formulae for the infinitesimal variation of some geometric quantities of properly immersed hypersurfaces under variations of the ambient manifold (M n+1,g) that leave the boundary of the hypersurface inside ∂M.
We begin by fixing some notation. Let (M n+1,g) be a Riemannian manifold with boundary ∂M. Let X denote the unit normal vector field along ∂M that points outside ∂M.
Let Σ n be a manifold with boundary ∂Σ and assume Σ is immersed in M in such way that ∂Σ is contained in ∂M. The unit conormal of ∂Σ that points outside Σ will be denoted by ν. Given N a local unit normal vector field to Σ, the second fundamental form is the symmetric tensor B on Σ given by B(U,W)=g(∇ U N,W) for every U, W tangent to Σ. The mean curvature H is the trace of B. Σ is called minimal when H=0 on Σ and free boundary when ν=X on ∂Σ.
We consider variations of Σ given by smooth maps f:Σ×(−ϵ,ϵ)→M such that, for every t∈(−ϵ,ϵ), the map f t :x∈Σ↦f(x,t)∈M is an immersion of Σ in M such that f t (∂Σ) is contained in ∂M.
The subscript t will be used to denote quantities associated with Σ t =f t (Σ). For example, N t will denote a local unit vector field normal to Σ t and H t will denote the mean curvature of Σ t .
It will be useful for the computations to introduce local coordinates x 1,…,x n in Σ. We will also use the simplified notation
where i runs from 1 to n. ∂ t is called the variational vector field. We decompose it in its tangent and normal components:
where v t is the function on Σ t defined by v t =g(∂ t ,N t ).
First, we look at the variation of the metric tensor g ij =g(∂ i ,∂ j ).
Proposition 13
Proof
The first equation is straightforward. The second follows from differentiating g ik g kl =δ il . □
From the well-known formula for the derivative of the determinant,
we deduce:
Proposition 14
The first variation of area is given by
Proof
Observe that
The first variation formula of area follows. □
Next, we look at the variations of the normal field.
Proposition 15
where ∇Σ v t is the gradient of the function v t on Σ t .
Proof
Since g(N t ,N t )=1, \(\nabla_{\partial_{i}} N_{t}\) and \(\nabla_{\partial_{t}}N_{t}\) are tangent to Σ t . The first equation is just the expression of ∂ i N t in the basis {∂ k }. On the other hand, since g(N t ,∂ i )=0, we have
In local coordinates, the gradient of v t in Σ t is given by \(\nabla^{\varSigma_{t}} v_{t} = (g^{ij}\partial_{j} v_{t})\partial_{i}\). Then we have
Therefore,
□
Before we compute the variation of the mean curvature, let us recall the Codazzi equation:
In this equation, R denotes the Riemann curvature tensor of (M,g) and U, V, and W are tangent to Σ t .
Taking U=∂ i , W=∂ k , and contracting, we obtain
for every V tangent to Σ t .
Proposition 16
The variation of the mean curvature is given by
where \(L_{\varSigma_{t}} = \Delta_{\varSigma_{t}} + \operatorname{Ric}(N_{t},N_{t}) + |B_{t}|^{2}\) is the Jacobi operator.
Proof
Since \(H_{t}= g^{ij}g(\nabla_{\partial_{i}} N_{t}, \partial_{j})\),
Now we use the contracted Codazzi equation:
Hence, canceling out the corresponding terms, we have
The formula follows. □
Finally, we specialize the formulae above in the two particular cases we used in this paper. The proofs are immediate.
Proposition 17
If Σ 0 is free boundary and (∂ t )T=0 at t=0, then
Proposition 18
If each Σ t is a constant mean curvature free boundary surface, then
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Ambrozio, L.C. Rigidity of Area-Minimizing Free Boundary Surfaces in Mean Convex Three-Manifolds. J Geom Anal 25, 1001–1017 (2015). https://doi.org/10.1007/s12220-013-9453-2
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DOI: https://doi.org/10.1007/s12220-013-9453-2