Qiu et al., 2023 - Google Patents
Cyclic Performance of Splice Connections for Fibre Reinforced Polymer MembersQiu et al., 2023
- Document ID
- 7036906565337037024
- Author
- Qiu C
- Bai Y
- Cai Z
- Zhang Z
- Publication year
- Publication venue
- Composites for Building Assembly: Connections, Members and Structures
External Links
Snippet
This study investigates the cyclic performance of splice connections developed for hollow section fibre reinforced polymer (FRP) members. Splice connection specimens, each consisting of a steel bolted flange joint between two hollow section steel-FRP bonded …
- 229920002430 Fibre-reinforced plastic 0 title abstract description 43
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Ascione et al. | Strength and stiffness of adhesively bonded GFRP beam-column moment resisting connections | |
Zhang et al. | Cyclic performance of bonded sleeve beam-column connections for FRP tubular sections | |
Ghafoori et al. | Normal, high and ultra-high modulus carbon fiber-reinforced polymer laminates for bonded and un-bonded strengthening of steel beams | |
Täljsten et al. | Strengthening of old metallic structures in fatigue with prestressed and non-prestressed CFRP laminates | |
Satasivam et al. | Mechanical performance of bolted modular GFRP composite sandwich structures using standard and blind bolts | |
Zhou et al. | Rehabilitation of notch damaged steel beams using a carbon fiber reinforced hybrid polymeric-matrix composite | |
Satasivam et al. | Composite actions within steel-FRP composite beam systems with novel blind bolt shear connections | |
Wang et al. | Flexural strengthening of damaged steel beams with prestressed CFRP plates using a novel prestressing system | |
Hizam et al. | Behaviour of pultruded GFRP truss system connected using through-bolt with mechanical insert | |
Zhang et al. | Bonded sleeve connections for joining tubular glass fiber–reinforced polymer beams and columns: experimental and numerical studies | |
Ascione et al. | Pseudo-ductile failure of adhesively joined GFRP beam-column connections: An experimental and numerical investigation | |
Qiu et al. | Axial performance of steel splice connection for tubular FRP column members | |
Qiu et al. | Cyclic performance of splice connections for hollow section fibre reinforced polymer members | |
Csillag et al. | Push-out behaviour of demountable injected vs. blind-bolted connectors in FRP decks | |
Yanes-Armas et al. | Energy dissipation and recovery in web–flange junctions of pultruded GFRP decks | |
Keller et al. | System ductility and redundancy of FRP beam structures with ductile adhesive joints | |
Ascione et al. | Experimental and numerical evaluation of the axial stiffness of the web-to-flange adhesive connections in composite I-beams | |
Feng et al. | Novel joint for pultruded FRP beams and concrete-filled FRP columns: Conceptual and experimental investigations | |
Yang et al. | Comparative study on mechanical performance of bolted joints with steel and fibre reinforced polymer bolts | |
Martins et al. | Experimental and numerical analysis of GFRP frame structures. Part 2: Monotonic and cyclic sway behaviour of plane frames | |
Chen et al. | Structural performance evaluation of pultruded GFRP composite space truss: Experimental study and numerical simulation | |
Olivier et al. | Feasibility of bolted connectors in hybrid FRP-steel structures | |
Kumaraguru et al. | Flexural strengthening of steel beams using pultruded CFRP composite sheets with anchorage mechanisms | |
Feng et al. | Quasi-plastic flexural behavior of adhesive-bolt hybrid connection for large scale pultruded GFRP frame | |
Narmashiri et al. | Investigation on end anchoring of CFRP strengthened steel I-beams |