Computers and Concrete
Volume 36, Number 3, 2025, pages 375-392
DOI: 10.12989/cac.2025.36.3.375
Applying MICP technology to improve the flexural strength of reinforced LWAC beams after high-temperature damage
Chao-Wei Tang , Chung-Hao Wu , Shu-Ken Lin , How-Ji Chen , Bing-You Wu
Abstract
Key Words
beam; biomineralization; flexural strength; lightweight aggregate concrete; self-healing
Address
- Chao-Wei Tang — 1) Department of Civil Engineering and Geomatics, Cheng Shiu University, No. 840, Chengching Road, Niaosong District, Kaohsiung 83347, Taiwan (R.O.C.), 2) Center for Environmental Toxin and Emerging-Contaminant Research, Cheng Shiu University, No. 840, Chengching Road, Niaosong District, Kaohsiung 83347, Taiwan (R.O.C.), 3) Super Micro Mass Research and Technology Center, Cheng Shiu University, No. 840, Chengching Road, Niaosong District, Kaohsiung 83347, Taiwan (R.O.C.)
- Chung-Hao Wu — Department of Civil Engineering, National Kaohsiung University of Science and Technology, No. 415, Jiangong Road, Sanmin District, Kaohsiung City 807618, Taiwan (R.O.C.)
- Shu-Ken Lin, How-Ji Chen and Bing-You Wu — Department of Civil Engineering, National Chung Hsing University, 145 Xingda Road, South District, Taichung City 40227, Taiwan (R.O.C.)
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