류두열 교수 연구실
연구실 정보 수정하기
홈
기본 정보
연구 영역
프로젝트
발행물
구성원
발행물
논문
저서
컨퍼런스
전체 논문
505
필터 설정하기
141
Cracking Behavior of Posttensioning Grout with Various Strand-to-Duct Area Ratios
Yoo, D. Y., Ryu, G. S., Yuan, T., Koh, K. T., Yoon, Y. S.
Journal of Materials in Civil Engineering, ASCE, 2015
142
Enhancing Cracking Resistance of Ultra-High-Performance Concrete Slabs Using Steel Fibres
Yoo, D. Y., Shin, H. O., Lee, J. Y., Yoon, Y. S.
Magazine of Concrete Research, 2015
143
Strengthening Effects of Sprayed Fiber Reinforced Polymer on Concrete
Kwon, K. Y., Yoo, D. Y., Han, S. C., Yoon, Y. S.
Polymer Composites, 2015
144
Local Bond-Slip Response of GFRP Rebar in Ultra-High-Performance Fiber-Reinforced Concrete
Yoo, D. Y., Kwon, K. Y., Park, J. J., Yoon, Y. S.
Composite Structures, 2015
145
Shrinkage and Cracking of Restrained Ultra-High-Performance Fiber-Reinforced Concrete Slabs at Early Age
Yoo, D. Y., Min, K. H., Lee, J. H., Yoon, Y. S.
Construction and Building Materials, 2014
146
Effect of Fiber Length and Placement Method on Flexural Behavior, Tension-Softening Curve, and Fiber Distribution Characteristics of UHPFRC
Yoo, D. Y., Kang, S. T., Yoon, Y. S.
Construction and Building Materials, 2014
147
Combined Effect of Expansive and Shrinkage-Reducing Admixtures on the Properties of Ultra High Performance Fiber-Reinforced Concrete
Yoo, D. Y., Park, J. J., Kim, S. W., Yoon, Y. S.
Journal of Composite Materials, 2014
148
Influence of Ring Size on the Restrained Shrinkage Behavior of Ultra High Performance Fiber Reinforced Concrete
Yoo, D. Y., Park, J. J., Kim, S. W., Yoon, Y. S.
Materials and Structures, 2014
149
Benefits of Using Expansive and Shrinkage-Reducing Agents in UHPC for Volume Stability
Park, J. J., Yoo, D. Y., Kim, S. W., Yoon, Y. S.
Magazine of Concrete Research, 2014
150
Influence of Reinforcing Bar Type on Autogenous Shrinkage Stress and Bond Behavior of Ultra High Performance Fiber Reinforced Concrete
Yoo, D. Y., Park, J. J., Kim, S. W., Yoon, Y. S.
Cement & Concrete Composites, 2014
11
12
13
14
15
16
17
18
19
20