Zobel et al., 1998 - Google Patents
Performance of strand splice repairs in prestressed concrete bridgesZobel et al., 1998
View PDF- Document ID
- 6933992060829957821
- Author
- Zobel R
- Jirsa J
- Publication year
- Publication venue
- PCI journal
External Links
Snippet
An experimental investigation was carried out to compare the performance of repaired prestressed bridge girders containing spliced prestressing strands. A field-impact-damaged girder was removed from a railroad bridge structure and utilized for investigation of strand …
- 239000011513 prestressed concrete 0 title description 7
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/08—Members specially adapted to be used in prestressed constructions
- E04C5/12—Anchoring devices
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Shi et al. | Behaviour of end-plate moment connections under earthquake loading | |
| Hosseini et al. | Flat prestressed unbonded retrofit system for strengthening of existing metallic I-Girders | |
| Grace et al. | Behavior of externally draped CFRP tendons in prestressed concrete bridges | |
| Bouazaoui et al. | Experimental study of bonded steel concrete composite structures | |
| Sweedan et al. | Experimental study of the flexural response of steel beams strengthened with anchored hybrid composites | |
| Rabbat et al. | Fatigue tests of pretensioned girders with blanketed and draped strands | |
| Burningham et al. | Repair of Prestressed Concrete Beams with Damaged Steel Tendons Using Post-Tensioned Carbon Fiber-Reinforced Polymer Rods. | |
| JP2002513877A (en) | Fixing method and device of tip support type for external prestress reinforcement method | |
| Hällmark et al. | Post-installed shear connectors: Push-out tests of coiled spring pins vs. headed studs | |
| Zobel et al. | Performance of strand splice repairs in prestressed concrete bridges | |
| Wang et al. | Experimental investigation into high strength bolted shear connections for simple on-site assembly of composite beams | |
| Zhao et al. | Experimental study on monotonic, cyclic mechanics and fatigue performance of pressed cone sleeve splices | |
| Varney et al. | Effect of Stirrup Anchorage on Shear Strength of Reinforced Concrete Beams. | |
| Dusicka et al. | High strength steel bolted connections with filler plates | |
| Sharbatdar et al. | Experimental evaluation of splicing of longitudinal bars with forging welding in flexural reinforced concrete beams | |
| Coogler et al. | Experimental study of offset mechanical lap splice behavior | |
| Yu et al. | Flexural performance of RC beams strengthened with prestressed CFRP sheets | |
| Suwaed | Development of novel demountable shear connectors for precast steel-concrete composite bridges. | |
| Idriss et al. | Evaluation and testing of a fracture critical bridge | |
| Coogler | Investigation of the behavior of offset mechanical splices | |
| Wattar et al. | End-bolted cover plates | |
| Nguyen et al. | Repair and Strengthening of Cantilever Continuous Bridges using External Prestressed Cables: The Case Study of the Tan De Bridge in Vietnam | |
| EP4071321B1 (en) | System and method for reinforcing structures with pre-stressed fibre-reinforced-polymer laminates | |
| Russell et al. | Fatigue tests on prestressed concrete beams made with debonded strands | |
| De Corte et al. | Evaluation of an experimental CFRP pre-stressed beam and slab road bridge |