In the nuclear power plant, safety-related structures have been used above No. 11 rebar. It needs to mechanical connection device to join RC to SC walls because ACI 349 presents that lap splices shall not be used for bars larger than No.11 bar. The tensile performance tests were performed to confirm structural integrity on the mechanical connection device. But performing the tests in accordance with various connection cases has limitations, such as time or cost. Therefore, computational analysis methodology is developed in order to verify structural integrity for various connection cases.

• 남덕우(한국수력원자력 중앙연구원 신형원전연구소 APR+기술팀) | Nam, Deok Woo
• 김갑순(한국수력원자력 중앙연구원 신형원전연구소 APR+기술팀) | Kim, Kap Sun
• 서재후(한국수력원자력 중앙연구원 신형원전연구소 APR+기술팀) | Seo, Jae Hoo