Computers and Concrete
Volume 32, Number 5, 2023, pages 487-498
DOI: 10.12989/cac.2023.32.5.487
Flexural behavior of reinforced concrete beams strengthened with an ultra-high performance concrete panel of various thicknesses
Seonhyeok Kim , Taegeon Kil , Sangmin Shin , Daeik Jang , H.N. Yoon , Jin-Ho Bae , Joonho Seo , Beomjoo Yang
Abstract
Key Words
finite element method; flexural behavior; reinforced concrete; strengthening; ultra-high performance concrete
Address
- Seonhyeok Kim, Taegeon Kil, Daeik Jang and Jin-Ho Bae — Department of Civil and Environmental Engineering, Korea Advanced Institute of Science and Technology, 291 Daehak-ro, Yuseong-gu, Daejeon 34141, Republic of Korea
- Sangmin Shin — Korea Institute of Civil Engineering and Building Technology, 283 Goyangdae-ro, Ilsanseo-gu, Goyang-si, Gyeonggi-do, 10223, Republic of Korea
- H.N. Yoon — 1) Department of Civil and Environmental Engineering, Korea Advanced Institute of Science and Technology, 291 Daehak-ro, Yuseong-gu, Daejeon 34141, Republic of Korea, 2) Applied Science Research Institute, Korea Advanced Institute of Science and Technology, 291 Daehak-ro, Yuseong-gu, Daejeon 34141, Republic of Korea, 3) Construction Safety Research Institute, Korea Testing and Research Institute, 68 Gajaeul-ro, Seo-gu, Incheon 22829, Republic of Korea
- Joonho Seo — 1) Department of Civil and Environmental Engineering, Korea Advanced Institute of Science and Technology, 291 Daehak-ro, Yuseong-gu, Daejeon 34141, Republic of Korea, 2) Applied Science Research Institute, Korea Advanced Institute of Science and Technology, 291 Daehak-ro, Yuseong-gu, Daejeon 34141, Republic of Korea
- Beomjoo Yang — School of Civil Engineering, Chungbuk National University, 1 Chungdae-ro, Seowon-gu, Cheongju, Chungbuk 28644, Republic of Korea
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