Tu.1.K
D01 - Properties and Modelling of Nuclear Concrete I

Tu.1.K.1

Concrete distributed strain measurements feedback on civil structures based on VeRCoRs Mockup potential application for new NPPs

M. Galan1, S. Desforges1, E. Buchoud2, J.M. Henault3, F. Taillade3

1: EDF DTG, Lyon, France
2: EDF DTG, Grenoble, France
3: EDF R&D, Chatou, France

Tu.1.K.2

Large-scale Cast-in-place Practice of Special Concrete for Nuclear Reactor Buildings - Ultra-high-performance Concrete with a Specified Compressive Strength of 150 MPa

D. Qiao1, Y. Nishioka1, M. Kojima1, D. Honma1, K. Torii2, G. Nagashima3, K. Morita4, R. Hagiwara5

1: Takenaka Corporation, Inzai, Japan
2: Shimizu Corporation, Tokyo, Japan
3: Mitsubishi Heavy Industries, Ltd., Hyogo, Japan
4: Hitachi-GE Nuclear Energy, Ltd., Ibaraki, Japan
5: Toshiba Energy Systems & Solutions Corporation, Kanagawa, Japan

Tu.1.K.3

Creep Effects in Prestressed Concrete Containment Vessels

D. Parker1, R. James2

1: Structural Integrity Associates, Inc., 9710 Scranton Road, Suite 300, USA
2: Structural Solutions Consulting, LLC., San Diego, USA

Tu.1.K.4

Delayed strains of containment buildings in operational and accidental conditions: progress research in ACES project

J.-L. Adia1, J. Niepceron2, J. Sanahuja1, H. Koala1, S. Vit3, P. Havlasek3, C. Imbert4, V. Dewynter4, G. Nahas5, S. Suresh6, P.Q. Tri6, Y. Le Pape7

1: EDF, Moret-Sur-Loing, France
2: EDF, Lyon, France
3: CTU, Prague, Czech Republic
4: CEA, Saclay, France
5: IRSN, Clamart, France
6: SCK-CEN, Boeretang , Belgium
7: ORNL, Oak Ridge , USA

Tu.1.K.5

Pumping Performance of Ultra-high-performance Concrete with a Specified Compressive Strength of 150 MPa

Y. Nishioka1, M. Kojima1, G. Nagashima2, K. Morita3, R. Hagiwara4

1: Takenaka Corporation, Chiba, Japan
2: Mitsubishi Heavy Industries, Ltd., Hyogyo, Japan
3: Hitachi-GE Nuclear Energy, Ltd., Ibaraki, Japan
4: Toshiba Energy Systems & Solutions Corporation, Kanagawa, Japan