diff --git a/test/test_model/test_solid_mechanics_model/test_materials/test_plastic_materials.cc b/test/test_model/test_solid_mechanics_model/test_materials/test_plastic_materials.cc
index dd1ed42a9..400e57c94 100644
--- a/test/test_model/test_solid_mechanics_model/test_materials/test_plastic_materials.cc
+++ b/test/test_model/test_solid_mechanics_model/test_materials/test_plastic_materials.cc
@@ -1,191 +1,192 @@
 /**
  * @file   test_plastic_materials.cc
  *
  * @author Guillaume Anciaux <guillaume.anciaux@epfl.ch>
  *
  * @date creation: Fri Nov 17 2017
  * @date last modification: Wed Feb 21 2018
  *
  * @brief  Tests the plastic material
  *
  *
  * Copyright (©) 2016-2018 EPFL (Ecole Polytechnique Fédérale de Lausanne)
  * Laboratory (LSMS - Laboratoire de Simulation en Mécanique des Solides)
  *
  * Akantu is free  software: you can redistribute it and/or  modify it under the
  * terms  of the  GNU Lesser  General Public  License as published by  the Free
  * Software Foundation, either version 3 of the License, or (at your option) any
  * later version.
  *
  * Akantu is  distributed in the  hope that it  will be useful, but  WITHOUT ANY
  * WARRANTY; without even the implied warranty of MERCHANTABILITY or FITNESS FOR
  * A PARTICULAR PURPOSE. See  the GNU  Lesser General  Public License  for more
  * details.
  *
  * You should  have received  a copy  of the GNU  Lesser General  Public License
  * along with Akantu. If not, see <http://www.gnu.org/licenses/>.
  *
  */
 
 /* -------------------------------------------------------------------------- */
 #include "material_linear_isotropic_hardening.hh"
 #include "solid_mechanics_model.hh"
 #include "test_material_fixtures.hh"
 #include <gtest/gtest.h>
 #include <type_traits>
 /* -------------------------------------------------------------------------- */
 
 using namespace akantu;
 
 using mat_types = ::testing::Types<
     // Traits<MaterialLinearIsotropicHardening, 1>,
     // Traits<MaterialLinearIsotropicHardening, 2>,
     Traits<MaterialLinearIsotropicHardening, 3>>;
 
 /* -------------------------------------------------------------------------- */
 
 template <>
 void FriendMaterial<MaterialLinearIsotropicHardening<3>>::testComputeStress() {
 
   Real E = 1.;
   // Real nu = .3;
   Real nu = 0.;
   Real rho = 1.;
   Real sigma_0 = 1.;
   Real h = 0.;
   Real bulk_modulus_K = E / 3. / (1 - 2. * nu);
   Real shear_modulus_mu = 0.5 * E / (1 + nu);
 
   setParam("E", E);
   setParam("nu", nu);
   setParam("rho", rho);
   setParam("sigma_y", sigma_0);
   setParam("h", h);
 
   auto rotation_matrix = getRandomRotation();
 
   Real max_strain = 10.;
   Real strain_steps = 100;
   Real dt = max_strain / strain_steps;
   std::vector<double> steps(strain_steps);
   std::iota(steps.begin(), steps.end(), 0.);
 
   Matrix<Real> previous_grad_u_rot(3, 3, 0.);
   Matrix<Real> previous_sigma(3, 3, 0.);
   Matrix<Real> previous_sigma_rot(3, 3, 0.);
   Matrix<Real> inelastic_strain_rot(3, 3, 0.);
   Matrix<Real> inelastic_strain(3, 3, 0.);
   Matrix<Real> previous_inelastic_strain(3, 3, 0.);
   Matrix<Real> previous_inelastic_strain_rot(3, 3, 0.);
   Matrix<Real> sigma_rot(3, 3, 0.);
   Real iso_hardening = 0.;
   Real previous_iso_hardening = 0.;
 
   // hydrostatic loading (should not plastify)
   for (auto && i : steps) {
     auto t = i * dt;
 
     auto grad_u = this->getHydrostaticStrain(t);
     auto grad_u_rot = this->applyRotation(grad_u, rotation_matrix);
 
     this->computeStressOnQuad(grad_u_rot, previous_grad_u_rot, sigma_rot,
                               previous_sigma_rot, inelastic_strain_rot,
                               previous_inelastic_strain_rot, iso_hardening,
                               previous_iso_hardening, 0., 0.);
 
     auto sigma = this->reverseRotation(sigma_rot, rotation_matrix);
 
     Matrix<Real> sigma_expected =
         t * 3. * bulk_modulus_K * Matrix<Real>::eye(3, 1.);
 
     Real stress_error = (sigma - sigma_expected).norm<L_inf>();
 
     ASSERT_NEAR(stress_error, 0., 1e-13);
     ASSERT_NEAR(inelastic_strain_rot.norm<L_inf>(), 0., 1e-13);
 
     previous_grad_u_rot = grad_u_rot;
     previous_sigma_rot = sigma_rot;
     previous_inelastic_strain_rot = inelastic_strain_rot;
     previous_iso_hardening = iso_hardening;
   }
 
   // deviatoric loading (should plastify)
   // stress at onset of plastication
   Real beta = sqrt(42);
   Real t_P = sigma_0 / 2. / shear_modulus_mu / beta;
   Matrix<Real> sigma_P = sigma_0 / beta * this->getDeviatoricStrain(1.);
 
   for (auto && i : steps) {
 
     auto t = i * dt;
     auto grad_u = this->getDeviatoricStrain(t);
     auto grad_u_rot = this->applyRotation(grad_u, rotation_matrix);
-    Real iso_hardening, previous_iso_hardening;
+    Real iso_hardening{0.};
+    Real previous_iso_hardening{0.};
 
     this->computeStressOnQuad(grad_u_rot, previous_grad_u_rot, sigma_rot,
                               previous_sigma_rot, inelastic_strain_rot,
                               previous_inelastic_strain_rot, iso_hardening,
                               previous_iso_hardening, 0., 0.);
 
     auto sigma = this->reverseRotation(sigma_rot, rotation_matrix);
     auto inelastic_strain =
         this->reverseRotation(inelastic_strain_rot, rotation_matrix);
 
     if (t < t_P) {
 
       Matrix<Real> sigma_expected =
           shear_modulus_mu * (grad_u + grad_u.transpose());
 
       Real stress_error = (sigma - sigma_expected).norm<L_inf>();
       ASSERT_NEAR(stress_error, 0., 1e-13);
       ASSERT_NEAR(inelastic_strain_rot.norm<L_inf>(), 0., 1e-13);
     } else if (t > t_P + dt) {
       // skip the transition from non plastic to plastic
 
       auto delta_lambda_expected =
           dt / t * previous_sigma.doubleDot(grad_u + grad_u.transpose()) / 2.;
       auto delta_inelastic_strain_expected =
           delta_lambda_expected * 3. / 2. / sigma_0 * previous_sigma;
       auto inelastic_strain_expected =
           delta_inelastic_strain_expected + previous_inelastic_strain;
       ASSERT_NEAR((inelastic_strain - inelastic_strain_expected).norm<L_inf>(),
                   0., 1e-13);
       auto delta_sigma_expected =
           2. * shear_modulus_mu *
           (0.5 * dt / t * (grad_u + grad_u.transpose()) -
            delta_inelastic_strain_expected);
 
       auto delta_sigma = sigma - previous_sigma;
       ASSERT_NEAR((delta_sigma_expected - delta_sigma).norm<L_inf>(), 0.,
                   1e-13);
     }
     previous_sigma = sigma;
     previous_sigma_rot = sigma_rot;
     previous_grad_u_rot = grad_u_rot;
     previous_inelastic_strain = inelastic_strain;
     previous_inelastic_strain_rot = inelastic_strain_rot;
   }
 }
 
 namespace {
 
 template <typename T>
 class TestPlasticMaterialFixture : public ::TestMaterialFixture<T> {};
 
 TYPED_TEST_SUITE(TestPlasticMaterialFixture, mat_types, );
 
 TYPED_TEST(TestPlasticMaterialFixture, ComputeStress) {
   this->material->testComputeStress();
 }
 TYPED_TEST(TestPlasticMaterialFixture, DISABLED_EnergyDensity) {
   this->material->testEnergyDensity();
 }
 TYPED_TEST(TestPlasticMaterialFixture, DISABLED_ComputeTangentModuli) {
   this->material->testComputeTangentModuli();
 }
 TYPED_TEST(TestPlasticMaterialFixture, DISABLED_ComputeCelerity) {
   this->material->testCelerity();
 }
 } // namespace
 
 /*****************************************************************/