대한건축학회논문집 (Journal of the Architectural Institute of Korea)

  • 제37권8호
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  • Pages.205-211
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  • 2021
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  • 2733-6239(pISSN)
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  • 2733-6247(eISSN)
대한건축학회 (Architectural Institute of Korea)
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폴리락타이드를 이용한 투수블록의 휨 거동 및 강성 평가

Evaluation of Flexural Performance and Stiffness of Synthetic Resin Permeable Blocks made of a Polylactide

  • 김종원 (경기대 건축공학과 일반대학원) ;
  • 문주현 (경기대 건축공학과) ;
  • 양근혁 (경기대 건축공학과)
  • 투고 : 2021.06.17
  • 심사 : 2021.08.17
  • 발행 : 2021.08.30
⟨ 이전 논문 다음 논문 ⟩

초록

The objective of the present study is to estimate the flexural behavior and stiffness of the developed synthetic resin permeable blocks. The frame and kits consisting of the synthetic resin blocks exhibited a linear load-displacement relationship up to the yield state of the block. The flexural strength of the synthetic resin blocks ranged between 7.3 and 6.6 MPa, which were 3.5 and 1.9 times higher than the minimum requirements of KS F 4419. From the strain compatibility, force equilibrium, and idealized curvature distributions along the permeable block length on the basis of the elasticity theorem, the flexural stiffness (K) of synthetic resin blocks was formulated and then compared with test results, The proposed formula was converted into design charts to straightforwardly determine the stiffness of synthetic resin blocks.

키워드

과제정보

본 연구는 산업통상자원부(MOTIE)와 한국에너지기술평가원(KETEP)의 지원을 받아 수행한 연구 과제(No. 2018111020007)이며, 2021학년도 경기대학교 대학원 연구원장학생 장학금 지원에 의하여 수행되었음.

참고문헌

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