In this paper, laboratory tensile tests were performed for the basalt, glass and carbon fiber reinforced polymer. Epoxy resin was used as the polymer for this composite material. The procedure of the experiment was based on the criteria specified in ASTM D3039 / 3039M. Moreover, a Universal Testing Machine (UTM) with 100 kN capacity was used in this experiment. Results of the performance of each composite material were analyzed. In case of fiber type, carbon fiber reinforced polymer showed the best performance; followed by basalt fiber and glass fiber reinforced polymer with the elastic modulus of 37.03 MPa and 33.10 MPa, respectively.

Abstract
 1. 서 론
 2. 시험계획 및 방법
 3. 시험결과 및 고찰
 4. 결 론
 참고문헌

• 곽용주(강릉원주대학교 토목공학과) | Kwak, Yong Ju
• 조돈우(강릉원주대학교 토목공학과) | Cho, Don Woo
• 이상문(강릉원주대학교 토목공학과) | Lee, Sang Moon
• 심비리야붓(강릉원주대학교 토목공학과) | Sim, Viriyavudh
• 정우영(강릉원주대학교 토목공학과) | Jung, Woo Young 교신저자