Photoelastic determination of the stresses in the foundation of the nuclear-power station Bugey 2 |
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| Authors: | J F Jullien J C Cubaud A Morel |
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| Institution: | 1. Service Bétons Structures, Département Génie Civil et Urbanisme, Institut National des Sciences Appliquees, Villeurbanne, France
2. Region d'Equipement de Lyon, Electricite de France, Lyon, France
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| Abstract: | The axisymmetric floor of the reactor building of the nuclear-power station Bugey 2 was stress analyzed experimentally using a two-dimensional photoelastic model. The modulus of elasticity of the concrete and the maps of moduli of deformation of the soil were taken into consideration. Photoelastic materials with different moduli had to be developed especially to simulate the properties of the soil. |
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