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Linearized Gravity

Universite Paris Saclay

Reference: Bardeen (1980), PRD 22, 1882

1. Perturbation Expansion

In cosmological perturbation theory, we decompose the metric and the stress‑energy tensor into a homogeneous, isotropic background plus small perturbations:

gμν=gˉμν+δgμν,Tμν=Tˉμν+δTμν,g_{\mu \nu} = \bar{g}_{\mu \nu} + \delta g_{\mu \nu}, \qquad T_{\mu \nu} = \bar{T}_{\mu \nu} + \delta T_{\mu \nu},

where:

2. The Gauge Problem

The split into “background” and “perturbation” is not unique.
In practice, one defines the background by taking a spatial average on each constant‑time hypersurface.
However, the choice of the time coordinate (the slicing) is coordinate‑dependent, so the correspondence between the perturbed quantity δgμν\delta g_{\mu \nu} and the background gˉμν\bar{g}_{\mu \nu} becomes ambiguous.

2.1 Infinitesimal Coordinate Transformations

Consider an infinitesimal coordinate change:

xμ    x~μ=xμ+ϵμ(x),ϵμ1.x^\mu \;\longrightarrow\; \tilde{x}^\mu = x^\mu + \epsilon^\mu(x), \qquad |\epsilon^\mu| \ll 1 .

Under such a transformation, the metric perturbation (see the details in ) changes as

δg~μν=δgμνˉ ⁣μϵνˉ ⁣νϵμ,\delta \tilde{g}_{\mu \nu} = \delta g_{\mu \nu} - \bar{\nabla}_{\!\mu}\epsilon_{\nu} - \bar{\nabla}_{\!\nu}\epsilon_{\mu},

where ˉ\bar{\nabla} is the covariant derivative associated with the background metric gˉμν\bar{g}_{\mu \nu}, and ϵμ=gˉμνϵν\epsilon_\mu = \bar{g}_{\mu\nu}\epsilon^\nu.
The perturbation δgμν\delta g_{\mu \nu} is not gauge‑invariant; different choices of ϵμ\epsilon^\mu (i.e., different time‑slicings) give different values for the perturbation, even though they describe the same physical spacetime.

2.2 Gauge Transformations for Scalars, Vectors and Tensors

The same logic applies to any matter or geometric quantity. For a generic tensor field TT, the change in its perturbation due to an infinitesimal coordinate transformation is given by the Lie derivative of the background quantity:

δT~=δTLϵTˉ.\delta \tilde{T} = \delta T - \mathcal{L}_\epsilon \bar{T}.

Explicitly, for the cases relevant to cosmology:

2.3 Mathematical Definition of Gauge Transformations

To clarify the concept, let us denote by UU the real perturbed spacetime and by Uˉ\bar{U} the homogeneous background spacetime.

A gauge is a mapping between UU and Uˉ\bar{U}. We describe UU using coordinates xμx^\mu, i.e. a diffeomorphism

xμ:UR4.x^\mu : U \longrightarrow \mathbb{R}^4 .

A change of gauge corresponds to changing the identification between R4\mathbb{R}^4 and the physical spacetime UU.

In practice, a pure gauge transformation is simply an infinitesimal coordinate transformation that does not affect the background – it only changes the way we split a given physical spacetime into background plus perturbation. Such transformations are the source of the gauge ambiguity.

2.4 Constructing Gauge‑Invariant Variables

To obtain physically meaningful quantities, one must combine components of δgμν\delta g_{\mu \nu} (and similarly δTμν\delta T_{\mu \nu}) into combinations that are unchanged by an infinitesimal coordinate transformation.
Such combinations are called gauge‑invariant variables.
Bardeen’s formalism (and later extensions) provides a systematic way to construct them.

The following simple 2‑dimensional example illustrates how a coordinate transformation can “absorb” a perturbation, making a perturbed universe appear perfectly homogeneous. It also shows why gauge‑invariant combinations are necessary.

A 2D Toy Example

Solution to Exercise 1 #

First, compute the differentials:

dt=dtϵcosxdx,dx=dx.\begin{aligned} dt &= dt' - \epsilon \cos x' \, dx', \\ dx &= dx'. \end{aligned}

3. Metric perturbations

Most general metric perturbations read:

ds2=a2(τ)[(1+2ϕ)dτ22Bidxidτ((12ψ)δij+Hij)dxidxj]\boxed{ ds^2 = a^2(\tau) \left[ (1+2\phi) d\tau^2 - 2 B_i dx^i d\tau - ((1 - 2\psi)\delta_{ij} + H_{ij}) dx^i dx^j \right] }

3.1 Scalar, Vectors and Tensors

The 10 degrees of freedom of the metric is decomposed into

scalars:ϕ,ψ,b,μ4 dofvectors:bi^,Ai^2 doftensors:Hij^2 dof\begin{align*} &\text{scalars}: \phi, \psi, b, \mu &\to \quad &\text{4 dof} \\ &\text{vectors}: \hat{b_i}, \hat{A_i} &\to \quad &\text{2 dof} \\ &\text{tensors}: \hat{H_{ij}} &\to \quad &\text{2 dof} \end{align*}

3.2 Scalar gauge-transformation laws

The impact of gauge transformations can be computed from previous formulas for tensors of Lorentz:

δgμν=δgμνμϵρgˉρννϵρgˉμρϵρρgˉμν\delta g'_{\mu \nu} = \delta g_{\mu \nu} - \partial_\mu \epsilon^\rho \bar g_{\rho \nu} - \partial_\nu \epsilon^\rho \bar g_{\mu \rho} - \epsilon^\rho \partial_\rho \bar g_{\mu \nu}

Let

xμxμ+ϵμx^\mu \to x^\mu + \epsilon^\mu

where

{ϵ0=αϵi=iβ+β^i\begin{cases} \epsilon^0 &= \alpha \\ \epsilon^i &= \partial^i \beta + \hat \beta^i \end{cases}

We have

{ϕ=ϕα˙Hαb=b+β˙αψ=ψ+132β+Hαμ=μβ\begin{cases} \phi' &= \phi - \dot \alpha - \mathcal{H} \alpha \\ b' &= b + \dot \beta - \alpha \\ \psi' &= \psi + \dfrac{1}{3} \nabla^2 \beta + \mathcal{H} \alpha \\ \mu' &= \mu - \beta \end{cases}

where .=η. = \dfrac{\partial}{\partial \eta}

Proof 1 (Scalar transformation laws)

Given gˉμν=(a200a2δij)\bar g_{\mu \nu} = \begin{pmatrix} a^2 & 0 \\ 0 & -a^2 \delta_{ij} \end{pmatrix} and {ϵ0=αϵi=iβ+ϵjkijβk\begin{cases} \epsilon^0 &= \alpha \\ \epsilon^i &= \partial^i \beta + \epsilon^i_{jk}\partial^j \beta^k \end{cases}

  • 00-component

    δg00=δg00ϵ0αgˉ000ϵ0gˉ00ϵ00gˉ002a2ϕ=2a2ϕ2α˙a22a˙aa2αϕ=ϕα˙Hα\begin{align*} \delta g_{00}' &= \delta g_{00} - \epsilon^0 \alpha \bar g_{00} - \partial_0 \epsilon^0 \bar g_{00} - \epsilon^0 \partial_0 \bar g_{00} \\ 2a^2 \phi ' &= 2 a^2 \phi - 2 \dot \alpha a^2 - 2 \dfrac{\dot a}{a} a^2 \alpha \\ &\boxed{ \phi' = \phi - \dot \alpha - \mathcal{H} \alpha } \end{align*}
  • 0i0i-component

    δg0i=δg0i0ϵjgˉjiiϵ0gˉ00a2ib=a2ib+0(jβ)a2δijiϵ0a2ib=ib+0iβiαb=b+β˙α\begin{align*} \delta g_{0i}' &= \delta g_{0i} - \partial_0 \epsilon^j \bar g_{ji} - \partial_i \epsilon^0 \bar g_{00} \\ a^2 \partial_i b' &= a^2 \partial_i b + \partial_0(\partial^j \beta) a^2 \delta_{ij} - \partial_i \epsilon^0 a^2 \\ \partial_i b' &= \partial_i b + \partial_0 \partial_i \beta - \partial_i \alpha \\ &\boxed{b' = b + \dot \beta - \alpha} \end{align*}
  • ijij-component (trace part)

    δgij=δgijiϵkgˉjkjϵkgˉikϵ00gˉija2[2ψHij]=a2[2ψHij]+ikβa2δjk+jkβa2δik+α2a˙aa2δij2ψδijHij=2ψδijHij+2ijβ+2Hαδij\begin{align*} \delta g_{ij}' &= \delta g_{ij} - \partial_i \epsilon^k \bar g_{jk} - \partial_j \epsilon^k \bar g_{ik} - \epsilon^0 \partial_0 \bar g_{ij} \\ a^2[2\psi' - H'_{ij}] &= a^2[2\psi - H_{ij}] + \partial_i \partial^k \beta a^2 \delta_{jk} + \partial_j \partial^k \beta a^2 \delta_{ik} + \alpha 2 \dfrac{\dot a}{a} a^2 \delta_{ij} \\ 2 \psi' \delta_{ij} - H'_{ij} &= 2\psi \delta_{ij} - H_{ij} + 2\partial_i \partial_j \beta + 2 \mathcal{H} \alpha \delta_{ij} \end{align*}

    Contracting with δij\delta^{ij} to remove HijH_{ij} and HijH'_{ij}

    6ψ=6ψ+22β+6Hαψ=ψ+132β+Hα\begin{align*} &6 \psi' = 6 \psi + 2\nabla^2 \beta + 6 \mathcal{H} \alpha \\ &\boxed{\psi' = \psi + \dfrac{1}{3} \nabla^2 \beta + \mathcal{H} \alpha} \end{align*}
  • ijij-component (traceless part)

    From the previous part, we have

    2(ψψ)δijHij=Hij+2ijβ+2Hαδij2(132β+Hα)δijHij=Hij+2ijβ+2HαδijHij=Hij2ijβ+232βδij2(ij132)μ=2(ij132)μ2ijβ+232βδij2(ij132)μ=2(ij132)(μβ)\begin{align*} 2(\psi' - \psi) \delta_{ij} - H'_{ij} &= - H_{ij} + 2 \partial_i \partial_j \beta + 2\mathcal{H} \alpha \delta_{ij} \\ 2 \left( \dfrac{1}{3} \nabla^2 \beta + \mathcal{H} \alpha \right) \delta_{ij} - H'_{ij} &= - H_{ij} + 2 \partial_i \partial_j \beta + 2\mathcal{H} \alpha \delta_{ij} \\ H'_{ij} &= H_{ij} - 2\partial_i \partial_j \beta + \dfrac{2}{3} \nabla^2 \beta \delta_{ij} \\ 2 \left( \partial_i \partial_j - \dfrac{1}{3} \nabla^2 \right) \mu' &= 2 \left( \partial_i \partial_j - \dfrac{1}{3} \nabla^2 \right) \mu - 2\partial_i \partial_j \beta + \dfrac{2}{3} \nabla^2 \beta \delta_{ij} \\ 2 \left( \partial_i \partial_j - \dfrac{1}{3} \nabla^2 \right) \mu' &= 2 \left( \partial_i \partial_j - \dfrac{1}{3} \nabla^2 \right) (\mu - \beta) \\ \end{align*}

    So

    μ=μβ\boxed{\mu' = \mu - \beta}

3.3 Gauge fixing

To solve the gauge problem, we fix the gauge and keep track of all perturbations (metric and matter).

3.4 Newton Gauge

Choose

b^i=0constant-time hypersurfaces orthogonal to worldlines of observers at restμ=0induced geometry of the constant-time is isotropic\begin{align*} \hat b_i &= 0 \quad \text{\small constant-time hypersurfaces orthogonal to worldlines of observers at rest} \\ \mu &= 0 \quad \text{\small induced geometry of the constant-time is isotropic} \end{align*}

The metric

ds2=a2(η)[(1+2ϕ)dη2(12ψ)δijdxidxj]\boxed{ ds^2 = a^2(\eta) [(1 + 2\phi) d\eta^2 - (1-2\psi) \delta_{ij} dx^i dx^j] }

4. Linearized Einstein Equation

We will work with Newton gauge.

Connection Coefficients

The connection coefficients associated with the Newton-gauge metric are

Γ000=H+ϕ˙Γi00=iϕΓ00i=δijjϕΓij0=Hδij[ψ˙+2H(ψ+ϕ)]δijΓj0i=[Hψ˙]δjiΓjki=2δ(jik)ψ+δjkδillψ\begin{align*} \Gamma^0_{00} &= \mathcal{H} + \dot \phi \\ \Gamma^0_{i0} &= \partial_i \phi \\ \Gamma^i_{00} &= \delta^{ij} \partial_j \phi \\ \Gamma^0_{ij} &= \mathcal{H}\delta_{ij} - [\dot \psi + 2 \mathcal{H}(\psi + \phi)]\delta_{ij} \\ \Gamma^i_{j0} &= [\mathcal{H} - \dot \psi] \delta^i_j \\ \Gamma^i_{jk} &= -2 \delta^i_{(j} \partial_{k)} \psi + \delta_{jk} \delta^{il} \partial_l \psi \\ \end{align*}
Proof 2 (Connection coefficients)

The equation for connection coefficients

Γμνα=12gαβ(μgβν+νgμββgμν)\begin{align*} \Gamma^\alpha_{\mu \nu} &= \dfrac{1}{2} g^{\alpha \beta} (\partial_\mu g_{\beta \nu} + \partial_\nu g_{\mu \beta} - \partial_\beta g_{\mu \nu}) \end{align*}

We will only consider everything to the first order.

Γ000=12g000g00=12a2(12ϕ)2a2[H(1+2ϕ)+ϕ˙]=H+ϕ˙Γi00=12g00ig00=12a2(12ϕ)2a2iϕ=iϕΓ00i=12gijjg00=12a2(1+2ψ)δij2a2jϕ=δijjϕΓij0=12g000gij=12a2(12ϕ)2a2[H(12ψ)ψ˙]δij=Hδij[ψ˙+2H(ϕ+ψ)]δijΓj0i=12gik0gjk=12a2(1+2ψ)δik2a2[H(12ψ)ψ˙]δjk=[Hψ˙]δjiΓjki=12gil[jglk+kgjllgjk]=12a2(1+2ψ)δil2a2[jψδlkkψδjl+lψδjk]=2δ(jik)ψ+δjkδillψ\begin{align*} \Gamma^0_{00} &= \dfrac{1}{2} g^{00} \partial_0 g_{00} \\ &= \dfrac{1}{2} a^{-2} (1 - 2\phi) 2a^2[ \mathcal{H} (1 + 2\phi) + \dot \phi ] \\ &= \boxed{\mathcal{H} + \dot \phi} \\ \Gamma^0_{i0} &= \dfrac{1}{2} g^{00} \partial_i g_{00} \\ &= \dfrac{1}{2} a^{-2} (1 - 2\phi) 2 a^2 \partial_i \phi \\ &= \boxed{\partial_i \phi} \\ \Gamma^i_{00} &= - \dfrac{1}{2} g^{ij} \partial_j g_{00} \\ &= \dfrac{1}{2} a^{-2} (1 + 2 \psi) \delta^{ij} 2 a^2 \partial_j \phi \\ &= \boxed{\delta^{ij} \partial_j \phi} \\ \Gamma^0_{ij} &= -\dfrac{1}{2} g^{00} \partial_0 g_{ij} \\ &= \dfrac{1}{2} a^{-2} (1 - 2\phi) 2a^2[\mathcal{H}(1-2\psi) - \dot \psi] \delta_{ij} \\ &= \boxed{\mathcal{H}\delta_{ij} - [\dot \psi + 2 \mathcal{H}(\phi + \psi)]\delta_{ij}} \\ \Gamma^i_{j0} &= \dfrac{1}{2} g^{ik} \partial_0 g_{jk} \\ &= \dfrac{1}{2} a^{-2} (1+2\psi) \delta^{ik} 2a^2[\mathcal{H}(1-2\psi) - \dot \psi] \delta_{jk} \\ &= \boxed{[\mathcal{H} - \dot \psi] \delta^i_j} \\ \Gamma^i_{jk} &= \dfrac{1}{2} g^{il}[\partial_j g_{lk} + \partial_k g_{jl} - \partial_l g_{jk}] \\ &= \dfrac{1}{2} a^{-2} (1+2\psi) \delta^{il} 2 a^2[-\partial_j \psi \delta_{lk} - \partial_k \psi \delta_{jl} + \partial_l \psi \delta_{jk}] \\ &= \boxed{-2 \delta^i_{(j} \partial_{k)} \psi + \delta_{jk} \delta^{il} \partial_l \psi} \end{align*}

Ricci tensor

Ricci tensor can be expressed in terms of the connection as

Rμν=λΓμνλνΓμλλ+ΓλρλΓμνρΓμλρΓνρλR_{\mu \nu} = \partial_\lambda \Gamma^\lambda_{\mu \nu} - \partial_\nu \Gamma^\lambda_{\mu \lambda} + \Gamma^\lambda_{\lambda \rho} \Gamma^\rho_{\mu \nu} - \Gamma^\rho_{\mu \lambda} \Gamma^\lambda_{\nu \rho}

Substituting the perturbed connection coefficients, we find

R00=3H˙+2ϕ+3H(ϕ˙+ψ˙)+3ψ¨R0i=2i(ψ˙+Hϕ)Rij=[H˙+2H2ψ¨+2ψ2(H˙+2H2)(ϕ+ψ)Hϕ˙5Hψ˙]δij+ij(ψϕ)\begin{align*} R_{00} &= -3 \dot{\mathcal{H}} + \nabla^2 \phi + 3 \mathcal{H}(\dot \phi + \dot \psi) + 3 \ddot{\psi}\\ R_{0i} &= 2 \partial_i(\dot \psi + \mathcal{H} \phi)\\ R_{ij} &= [\mathcal{\dot H} + 2\mathcal{H}^2 - \ddot{\psi} + \nabla^2 \psi - 2(\mathcal{\dot H} + 2\mathcal{H}^2)(\phi + \psi) - \mathcal{H}\dot \phi - 5 \mathcal{H} \dot \psi]\delta_{ij} + \partial_i \partial_j(\psi - \phi)\\ \end{align*}
Proof 3 (perturbed Ricci tensors)
R00=ρΓ00ρ0Γ0ρρ+Γ00αΓαρρΓ0ραΓ0αρR_{00} = \partial_\rho \Gamma^\rho_{00} - \partial_0 \Gamma^\rho_{0\rho} + \Gamma^\alpha_{00} \Gamma^\rho_{\alpha \rho} - \Gamma^\alpha_{0\rho} \Gamma^\rho_{0 \alpha}

The term with ρ=0\rho=0 cancels out, we sum over ρ=i\rho = i only

R00=iΓ00i0Γ0iρ+Γ00αΓαiiΓ0iαΓ0αi=iΓ00i0Γ0ii+Γ000Γ0ii+Γ00jΓjiiO(2)Γ0i0Γ00iO(2)Γ0ijΓ0ji=2ϕ30(Hψ˙)+3(H+ϕ˙)(Hψ˙)(Hψ˙)2δijδji=3H˙+2ϕ+3H(ϕ˙+ψ˙)+3ψ¨R0i=ρΓ0iρiΓ0ρρ+ΓραρΓ0iαΓ0αρΓiρα=[i(ϕ˙ψ˙)][iϕ˙3iψ˙]+[5Hiϕ3Hiψ][3Hi(ϕψ)]=2i(ψ˙+Hϕ)Rij=ρΓijρjΓiρρ+ΓραρΓijαΓiαρΓjρα=[H˙ψ¨2H˙(ϕ+ψ)2H(ϕ˙+ψ˙)+2ψ]δij2ijψ+ijϕ3ijψ+4H2δij+[Hϕ˙7Hψ˙8H2(ϕ+ψ)]δij+2H2δij4H[ψ˙+H(ϕ+ψ)]δij=[H˙+2H2ψ¨+2ψ2(H˙+2H2)(ϕ+ψ)Hϕ˙5Hψ˙]δij+ij(ψϕ)\begin{align*} R_{00} &= \partial_i \Gamma^i_{00} - \partial_0 \Gamma^\rho_{0i} + \Gamma^\alpha_{00} \Gamma^i_{\alpha i} - \Gamma^\alpha_{0i} \Gamma^i_{0 \alpha} \\ &= \partial_i \Gamma^i_{00} - \partial_0 \Gamma^i_{0i} + \Gamma^0_{00} \Gamma^i_{0 i} + \underbrace{\Gamma^j_{00} \Gamma^i_{ji}}_{\mathcal{O(2)}} - \underbrace{\Gamma^0_{0i} \Gamma^i_{00}}_{\mathcal{O(2)}} - \Gamma^j_{0i} \Gamma^i_{0 j} \\ &= \nabla^2 \phi - 3 \partial_0 (\mathcal{H} - \dot \psi) + 3(\mathcal{H} + \dot \phi)(\mathcal{H} - \dot \psi) - (\mathcal{H} - \dot \psi)^2 \delta^j_i \delta^i_j \\ &= \boxed{-3 \dot{\mathcal{H}} + \nabla^2 \phi + 3 \mathcal{H}(\dot \phi + \dot \psi) + 3 \ddot{\psi}} \\ R_{0i} &= \partial_\rho \Gamma^\rho_{0i} - \partial_i \Gamma^\rho_{0\rho} + \Gamma^\rho_{\rho \alpha} \Gamma^\alpha_{0i} - \Gamma^\rho_{0\alpha} \Gamma^\alpha_{i\rho} \\ &= [\partial_i(\dot \phi - \dot \psi) ]-[ \partial_i \dot \phi - 3 \partial_i \dot \psi ] + [5 \mathcal{H} \partial_i \phi - 3 \mathcal{H} \partial_i \psi] - [3 \mathcal{H} \partial_i(\phi - \psi)] \\ &= \boxed{2 \partial_i (\dot \psi + H \phi)} \\ R_{ij} &= \partial_\rho \Gamma^\rho_{ij} - \partial_j \Gamma^\rho_{i\rho} + \Gamma^\rho_{\rho \alpha} \Gamma^\alpha_{ij} - \Gamma^\rho_{i\alpha} \Gamma^\alpha_{j\rho} \\ &= \bigl[\dot{\mathcal{H}} - \ddot\psi - 2\dot{\mathcal{H}}(\phi+\psi) - 2\mathcal{H}(\dot\phi+\dot\psi) + \nabla^2\psi\bigr]\delta_{ij} - 2\partial_i\partial_j\psi \\ & \quad + \partial_i\partial_j\phi - 3\partial_i\partial_j\psi \\ & \quad + 4\mathcal{H}^2\delta_{ij} + \bigl[\mathcal{H}\dot\phi - 7\mathcal{H}\dot\psi - 8\mathcal{H}^2(\phi+\psi)\bigr]\delta_{ij} \\ & \quad + 2\mathcal{H}^2\delta_{ij} - 4\mathcal{H}\bigl[\dot\psi + \mathcal{H}(\phi+\psi)\bigr]\delta_{ij} \\ &= \boxed{[\mathcal{\dot H} + 2\mathcal{H}^2 - \ddot{\psi} + \nabla^2 \psi - 2(\mathcal{\dot H} + 2\mathcal{H}^2)(\phi + \psi) - \mathcal{H}\dot \phi - 5 \mathcal{H} \dot \psi]\delta_{ij} + \partial_i \partial_j(\psi - \phi)} \end{align*}

Ricci scalar

Ricci scalar can be computed as

R=1a2[6(H˙+H2)+22ϕ42ψ+12(H˙+H2)ϕ+6ψ¨+6H(ϕ˙+3ψ˙)]\boxed{ R = \dfrac{1}{a^2} \left[ -6(\mathcal{\dot H} + \mathcal{H}^2) + 2\nabla^2 \phi - 4\nabla^2 \psi + 12(\mathcal{\dot H} + \mathcal{H}^2)\phi + 6 \ddot{\psi} + 6 \mathcal{H}(\dot \phi + 3 \dot \psi) \right]}
Proof 4 (Ricci scalar)
R=gμνRμν=g00R00+2g0iR0iO(2)+gijRij\begin{align*} R &= g^{\mu \nu} R_{\mu \nu} \\ &= g^{00} R_{00} + 2 \underbrace{g^{0i} R_{0i}}_{\mathcal{O(2)}} + g^{ij} R_{ij} \end{align*}

We have

a2R=(12ϕ)R00(1+2ψ)δijRij=(12ϕ)[3H˙+2ϕ+3H(ϕ˙+ψ˙)+3ψ¨]3(1+2ψ)[H˙+2H2ψ¨+2ψHϕ˙5Hψ˙2(H˙+2H2)(ϕ+ψ)](1+2ψ)2(ψϕ)\begin{align*} a^2R &= (1-2\phi)R_{00} - (1+2\psi)\delta^{ij}R_{ij} \\ &= (1-2\phi)\bigl[-3\dot{\mathcal{H}} + \nabla^2\phi + 3\mathcal{H}(\dot\phi + \dot\psi) + 3\ddot\psi\bigr] \\ & \quad - 3(1+2\psi) \left[\dot{\mathcal{H}} + 2\mathcal{H}^2 - \ddot\psi + \nabla^2\psi - \mathcal{H}\dot\phi - 5\mathcal{H}\dot\psi - 2(\dot{\mathcal{H}}+2\mathcal{H}^2)(\phi+\psi)\right] \\ & \quad - (1 + 2\psi) \nabla^2 (\psi - \phi) \end{align*}

Cancel the non-linear term

a2R=6(H˙+H2)+22ϕ42ψ+12(H˙+H2)ϕ+6ψ¨+6H(ϕ˙+3ψ˙)a^2 R = -6(\mathcal{\dot H} + \mathcal{H}^2) + 2 \nabla^2 \phi - 4 \nabla^2 \psi + 12(\mathcal{\dot H} + \mathcal{H}^2)\phi + 6 \ddot{\psi} + 6 \mathcal{H} (\dot \phi + 3 \dot \psi) \\

Einstein tensors

From the equation

Gμν=Rμν12RgμνG_{\mu \nu} = R_{\mu \nu} - \dfrac{1}{2} R g_{\mu \nu}

This is just a basic substitution problem:

δG00=2a2[2ψ3H(ψ˙+Hϕ)]δG0i=2a2i(ψ˙+Hϕ)\begin{align*} \delta G^0_0 &= 2 a^{-2} \, [ \nabla^2 \psi - 3 \mathcal{H} (\dot \psi + \mathcal{H}\phi) ] \\ \delta G^i_0 &= -2 a^{-2} \, \partial^i (\dot \psi + \mathcal{H} \phi) \\ \end{align*}

For δGji\delta G^i_j, we use the projection tensor Pijkj^ki^13δijP^j_i \equiv \hat{k^j} \hat{k_i} - \dfrac{1}{3} \delta^j_i to extract the tracefree part

PijδGji=23a2k2(ψϕ)P^j_i \delta G^i_j = \dfrac{2}{3} a^{-2} k^2 (\psi - \phi)
Proof 5 (Einstein tensors)
G00=g00(R0012g00δR)=1a2(12ϕ)R0012RδG00=2a2[2ψ3H(ψ˙+Hϕ)]G0i=gij[Rj012gj0R]=gijRj0δG0i=2a2i(ψ˙+Hϕ)\begin{align*} G^0_0 &= g^{00} \left(R_{00} - \dfrac{1}{2} g_{00} \delta R\right) \\ &= \dfrac{1}{a^2} (1-2\phi) R_{00} - \dfrac{1}{2} R \\ \Rightarrow \delta G^0_0 &= \boxed{2 a^{-2} \, [ \nabla^2 \psi - 3 \mathcal{H} (\dot \psi + \mathcal{H}\phi) ]} \\ G^i_0 &= g^{ij} [R_{j0} - \dfrac{1}{2} g_{j0} R] \\ &= g^{ij} R_{j0} \\ \Rightarrow \delta G^i_0 &= \boxed{-2 a^{-2} \partial^i (\dot \psi + \mathcal{H} \phi)} \end{align*}

Matter perturbation

Consider perturbations of energy momentum tensors

T00=ρˉ+δρT0i=(ρˉ+Pˉ)viTji=(Pˉ+δP)δjiΠji\begin{align*} T^0_0 &= \bar \rho + \delta \rho \\ T^i_0 &= (\bar \rho + \bar P) v^i \\ T^i_j &= -(\bar P + \delta P) \delta^i_j - \Pi^i_j \end{align*}

where

Define momentum density qiq^i

qi=(ρˉ+Pˉ)viq^i = (\bar \rho + \bar P) v^i

We can apply SVT decomposition

vi=iv+v^i,iv^i=0qi=iq+q^i,iq^i=0Πij=ij+(iΠ^j)+Π^ij\begin{align*} v_i &= \partial_i v + \hat v_i, \qquad \partial_i \hat v^i = 0 \\ q_i &= \partial_i q + \hat q_i, \qquad \partial_i \hat q^i = 0 \\ \Pi_{ij} &= \partial_{\langle i} \partial_{j \rangle} + \partial_{(i} \hat \Pi_{j)} + \hat \Pi_{ij} \end{align*}

For scalar perturbations, the Fourier components of bulk velocity and anisotropic stress can be rewritten as

vi(η,k)=iki^v(η,k)Πij(η,k)=(ρˉ+Pˉ)k^ik^jσ(η,k)\begin{align*} v^i (\eta, \mathbf{k}) &= i \hat{k^i} v(\eta, \mathbf{k}) \\ \Pi^{ij}(\eta, \mathbf{k}) &= - (\bar \rho + \bar P) \hat{k}^{\langle i} \hat{k}^{j \rangle} \sigma(\eta, \mathbf{k}) \end{align*}

where

Einstein equation for scalar perturbations

00-component

The 00-component of Einstein equation reads

2ψNewtonian3H(ψ˙+Hϕ)GR correction=4πGa2δρ\boxed{ \underbrace{\nabla^2 \psi}_{\text{Newtonian}} - \underbrace{3 \mathcal{H} (\dot \psi + \mathcal{H} \phi)}_{\text{GR correction}} = 4 \pi G a^2 \delta \rho }

This is generalized relativistic Poission equation.

0i-component

The scalar component

δT0i=iq=(ρˉ+Pˉ)iv\delta T^i_0 = \partial^i q = (\bar \rho + \bar P) \partial^i v

Einstein equation reads

ψ˙+Hϕ=4πGa2q\boxed{ \dot \psi + \mathcal{H} \phi = - 4 \pi G a^2 q }

ij-component

The tracefree part of the stress tensor for scalar perturbation

PijTji=PijΠji=(ρˉ+Pˉ)(k^jk^i13δij)(k^ik^j13δji)σ=23(ρˉ+Pˉ)σ\begin{align*} P^j_i T^i_j = -P^j_i \Pi^i_j &= (\bar \rho + \bar P) (\hat k^j \hat k_i - \dfrac{1}{3} \delta^j_i) (\hat k^i \hat k_j - \dfrac{1}{3} \delta^i_j) \sigma \\ &= \dfrac{2}{3} (\bar \rho + \bar P) \sigma \end{align*}

The ijij-component of Einstein equation reads

2(ψϕ)=8πGa2(ρˉ+Pˉ)σ\boxed{ \nabla^2 (\psi - \phi) = -8\pi G a^2 (\bar \rho + \bar P) \sigma }

where σ\sigma is the anisotropic stress.

Evolution equation for metric potential

The equation governs the evolution of the metric potential ψ\psi in the absence of anisotropic stress:

ϕ¨+3Hϕ˙+(2H˙+H2)ϕ=4πGa2δP\boxed{ \ddot \phi + 3\mathcal{H} \dot \phi + (2\mathcal{\dot H} + \mathcal{H}^2) \phi = 4\pi G a^2 \delta P }
Proof 6 (Evolution equation for metric potential)

Given the traceless Πij\Pi^{ij}, we have

δTii=δPδiiΠii=3δP\delta T^i_i = - \delta P \delta^i_i - \Pi^i_i = - 3 \delta P

We have

δGμμ=δRGii=δRδG00\begin{align*} \delta G^\mu_\mu &= - \delta R \\ \Rightarrow G^i_i &= - \delta R - \delta G^0_0 \end{align*}

with

  • δR=2a2[2ϕ22ψ+6(H˙+H2)ϕ+3ψ¨+3H(ϕ˙+3ψ˙)]\delta R = 2 a^{-2} \left[ \nabla^2 \phi - 2 \nabla^2 \psi + 6(\mathcal{\dot H} + \mathcal{H^2}) \phi + 3 \ddot{\psi} + 3 \mathcal{H}(\dot{\phi} + 3 \dot{\psi}) \right]

  • δG00=2a2[2ψ3H(ψ˙+Hϕ)]\delta G^0_0 = 2 a^{-2} \left[ \nabla^2 \psi - 3 \mathcal{H}(\dot{\psi} + \mathcal{H} \phi) \right]

  • In the absence of anisotropic stress σ=0\sigma = 0, we have ψ=ϕ\psi = \phi (Using equation (66))

Combining everything, we have

δGii=6a2[ψ¨+3Hψ˙+(2H˙+H2)ψ]\delta G^i_i = -6 a^{-2} \left[ \ddot{\psi} + 3 \mathcal{H} \dot{\psi} + (2\mathcal{\dot{H}} + \mathcal{H^2}) \psi \right]

We have

δGii=8πGδTii\delta G^i_i = 8 \pi G \delta T^i_i

which gives

ϕ¨+3Hϕ˙+(2H˙+H2)ϕ=4πGδP\boxed{\ddot{\phi} + 3 \mathcal{H} \dot{\phi} + (2\mathcal{\dot{H}} + \mathcal{H^2}) \phi = 4 \pi G \delta P}