In this paper, the flexural test of concrete member damaged due to Calcium leaching were performed to evaluate the characteristics of structural behavior. From the results, yield load, maximum load and flexural rigidity of RC member damaged by calcium leaching were decreased and the depth of the neutral axis was increased.

• 이경종(강릉원주대학교, 토목공학과, 석사과정) | Lee, Gyung Jong
• 최소영(강릉원주대학교, 토목공학과, 박사과정) | Choi, So Yeong
• 김일순(강릉원주대학교, 토목공학과, 박사과정) | Kim, Il Sun
• 김산(강릉원주대학교, 토목공학과, 석사과정) | Kim, San
• 양은익(강릉원주대학교, 토목공학과, 교수) | Yang, Eun Ik Corresponding author