Earticle

초록

영어

This paper reports the study on the shrinkage property of expansive strain-hardening cement-based composite (SHCC) materials containing 1.5% polyethylene (PE) fibers volume fraction. Variables were cement types (ordinary portland cement, OPC and ultra-high early strength cement, UESC) and 2 replacement levels (0, 10%) of an expansive admixture (EXA). A number of experimental tests were conducted to investigate shrinkage and compressive strength. The test results indicated that using UESC improves compressive strength of SHCC. Also, replacement of EXA on SHCC can reduce the huge shrinkage value and EXA has fewer effects on UESC specimens than OPC specimens.

목차

Abstract
 1. 서론
  1.1 연구의 목적
 2. 실험
  2.1 실험 계획
  2.2 실험 방법
 3. 실험 결과
  3.1 수축 특성
  3.2 압축 특성
 4. 결론
 참고문헌

저자

• 이솔 [ Lee, Sol | 충남대학교 학사과정 ]
• 류승현 [ Ryu, Seung-Hyun | 충남대학교 석사과정 ]
• 송영재 [ Song, Young-Jae | 충남대학교 석사과정 ]
• 양해준 [ Yang, Hae-Jun | 충남대학교 석사과정 ]
• 김성호 [ Kim, Seong-Ho | 충남대학교 석사과정 ]
• 윤현도 [ Yun, Hyun Do | 충남대학교 건축공학과 교수, 공학박사 ]

참고문헌