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

High temperatures can reduce the flexural strength of reinforced concrete beams. This study uses microbially induced calcium carbonate precipitation (MICP) technology to enhance the flexural strength of thermally damaged lightweight aggregate concrete (LWAC) beams. Two experimental groups (A and B) were prepared with lightweight aggregates (LWAs) that were immersed in nutrient and bacterial solutions, while a control group (C) used LWAs without immersion. The specimens repaired themselves differently after exposure to 500 oC. Groups A and C used the same self-healing method, requiring 28 days of daily water spraying to maintain moisture. Group B employed a cyclic curing method, alternating nutrient solution spraying and air drying over the same period. After 28 days, the relative maximum flexural load ratios for groups A, B, and C were 1.094, 1.134, and 1.056, respectively. Groups A and B showed increases of 3.6% and 7.4% compared to Group C, demonstrating the cyclic curing method's greater effectiveness.

Key Words

beam; biomineralization; flexural strength; lightweight aggregate concrete; self-healing

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