Temperature Field and Stress Analysis of the Heavy-Concrete Transfer-Purge Chamber of the Nuclear Power Plant

• Published in: Materials Vol. 16; no. 2; p. 613
• Main Authors: Wang, Xiaohui, Li, Xiaojun, Liu, Xuchen, Wang, Yushi, Liu, Aiwen, He, Qiumei, Hou, Chunlin
• Format: Journal Article
• Language: English
• Published: Switzerland MDPI AG 09.01.2023; MDPI
• Subjects: Chambers; Composite structures; Compressive properties; Concrete; Connectors; Construction; Finite element method; Heat resistance; Heat transfer; heavy-concrete steel plate; Load; Mathematical analysis; Nuclear power plants; Nuclear reactors; Refueling; Reinforced concrete; Steel plates; Stress analysis; Stress concentration; Studs; Temperature distribution; Temperature effects; temperature field; temperature stress; Tensile strain; transfer–purge chamber; temperature stress; transfer–purge chamber; heavy-concrete steel plate; temperature field
• ISSN: 1996-1944; 1996-1944
• DOI: 10.3390/ma16020613

A transfer-purge chamber (TPC) is a double-steel-plate, heavy-concrete, curved-surface composite structure composed of steel plates, heavy concrete, and shear connectors. It is an important facility in the external refueling system of a nuclear power plant (NPP), providing a safe and reliable biological shielding space for reactor refueling operations. Temperature load is one of the most important factors that must be considered in the design of NPP structures. The temperature loads experienced by the TPC during its life cycle include those encountered in both normal and abnormal operation, which are distinct. In this study, we investigated the steady state and transient-state temperature fields and stresses of a TPC structure under normal operation and after 48 h of abnormal operation, respectively, which were calculated using Abaqus finite element software and the directly coupled method. During normal operation, the temperature field of the structure shows relatively uniform changes, and the temperature gradient of the internal concrete in the direction of its thickness has a constant value of 0.245 °C/cm. At the junction between the transfer and purge sub-chambers of the TPC, under the influence of wall curvature and deformation constraints, the maximum tensile strain of heavy concrete is 8.84 × 10 , the maximum compressive strain is 2.04 × 10 , the peak stress of the steel plate is 98.305 MPa, and the peak stress of the stud is 306.725 MPa. After 48 h of abnormal operation, the temperatures of the inner surface of the heavy concrete of the wall, the inner steel plate of the wall, the outer surface of the heavy concrete of the wall, and the inner steel plate of the wall increased by 8.12, 8.11, 0.31, and 0.30 °C, respectively. The tensile strain of the heavy concrete of the wall increased significantly by 52.64%, and the compressive strain of the concrete increased by 67.33%, whereas the stresses of the studs and steel plates increased by only 1.57% and 6.79%, respectively. These results show that the change in the temperature field greatly influences the stress and strain on the TPC structure. As measures for mitigating the development of this unfavorable situation of temperature stress concentration, the temperature operating range should be rationally controlled or the junction structure between the transfer and purge sub-chambers of the TPC optimized accordingly. The results of our study can provide basic data for a dynamic analysis of the TPC under conditions of combined earthquake and temperature loads.