Fang et al., 2020 - Google Patents
Fatigue behavior of stirrup free reactive powder concrete beams prestressed with CFRP tendonsFang et al., 2020
- Document ID
- 991642570968773876
- Author
- Fang Z
- Hu R
- Jiang R
- Xiang Y
- Liu C
- Publication year
- Publication venue
- Journal of Composites for Construction
External Links
Snippet
A comprehensive study on the fatigue behavior of stirrup free reactive powder concrete (RPC) beams prestressed with carbon fiber-reinforced polymer (CFRP) tendons is presented in this paper. A total of six specimens were tested, and the effects of the shear …
- 239000004918 carbon fiber reinforced polymer 0 title abstract description 108
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Zhao et al. | Fatigue behavior of concrete beams reinforced with glass-and carbon-fiber reinforced polymer (GFRP/CFRP) bars after exposure to elevated temperatures | |
Hajihashemi et al. | Investigation of RC beams strengthened with prestressed NSM CFRP laminates | |
Cai et al. | Flexural behavior of basalt FRP reinforced ECC and concrete beams | |
Yang et al. | Flexural strength of large-scale ultra high performance concrete prestressed T-beams | |
Shan et al. | Effectiveness of CFRP confinement and compressive strength of square concrete columns | |
Pan et al. | Experimental study on tensile behavior of wet joints in a prefabricated composite deck system composed of orthotropic steel deck and ultrathin reactive-powder concrete layer | |
Wang et al. | Experimental study on basic performances of reinforced UHPC bridge deck with coarse aggregates | |
Wang et al. | Experimental investigation of the hybrid FRP-UHPC-steel double-skin tubular columns under lateral impact loading | |
Kim et al. | Ductility and cracking behavior of prestressed concrete beams strengthened with prestressed CFRP sheets | |
Zhu et al. | Flexural study on UHPC–steel composite beams with joints under negative bending moment | |
Michels et al. | Prestressed CFRP strips for concrete bridge girder retrofitting: application and static loading test | |
Zhu et al. | Mechanical behavior of concrete columns confined with CFRP grid-reinforced engineered cementitious composites | |
El-Maaddawy et al. | Near-surface-mounted composite system for repair and strengthening of reinforced concrete columns subjected to axial load and biaxial bending | |
Fang et al. | Fatigue behavior of stirrup free reactive powder concrete beams prestressed with CFRP tendons | |
Dang et al. | Axial compressive behavior of UHPC confined by FRP | |
Yuan et al. | Flexural behavior of seawater sea-sand coral aggregate concrete beams reinforced with FRP bars | |
Zhu et al. | Experimental study of fatigue flexural performance of concrete beams reinforced with hybrid GFRP and steel bars | |
Li et al. | Flexural performance of composite prestressed UHPC-NC T-girders | |
Ding et al. | Bond behavior and anchorage length of deformed bars in steel-polyethylene hybrid fiber engineered cementitious composites | |
Chen et al. | Stress–strain behavior of FRP-confined recycled aggregate concrete in square columns of different sizes | |
Hou et al. | Bond-slip behavior of corroded rebar embedded in ultrahigh toughness cementitious composite | |
Qiu et al. | Effect of aspect ratios of hooked end and straight steel fibers on the tensile strength of UHPFRC | |
He et al. | Shear behavior of RC beams strengthened with side-bonded BFRP grids | |
Li et al. | Experimental and numerical investigation on the anchorage zone of prestressed UHPC box-girder bridge | |
Ji et al. | Shear capacity of T-section girders made of reactive powder concrete |