Synthetic wood has been widely used in place of wood such as the building exterior materials and/or the floor plate of moving path. However, it has many disadvantages such as relatively low strength, low durability, and heavy weight, etc. In this study, the synthetic wood deck combined with an aluminum profile was suggested to overcome these disadvantages. The flexural strength of the aluminum-synthetic wood deck was obtained through the theoretical equations under three-point bending conditions. In addition, the finite element analyses were also conducted to evaluate the flexural strength of the aluminum-synthetic wood deck.

Abstract
 1. 서 론
 2. 휨강도시험
  2.1 역학적 성질 및 단면 특성
  2.2 휨강도시험
 3. 해석적 검토
  3.1 휨강도해석
  3.2 유한요소해석
 4. 결 론
 REFERENCES

• 박준석(한국건설기술연구원 구조융합연구소 박사후연구원) | Park Joon-Seok (Post-Doctoral Researcher, Korea Institute of Civil Engineering and Building Technology)
• 최진우(㈜아이시스이엔씨 팀장) | Choi Jin-Woo (Team Manager, Department of R&D, ISIS E&C) Corresponding author