In this paper, the flexural behavior of RC member recycled heavy weight waste glass as fine aggregate was evaluated by finite element analysis. From the results, yield point and maximum load decreased with decreasing concrete strength and elastic modulus. Also, the finite element analysis program does not reflect the ductility loss of RC members using heavy weight waste glass as fine aggregate.

• 이경종(강릉원주대학교, 토목공학과) | Lee, Gyung Jong
• 차경문(SQ엔지니어링(주), 안전진단본부) | Cha, Kyung Moon
• 최소영(강릉원주대학교, 토목공학과) | Choi, So Yeong
• 진상호(한국시설안전공단, 특수교관리센터) | Jin, Sang Ho
• 양은익(강릉원주대학교, 토목공학과) | Yang, Eun Ik 교신저자