Koteš et al., 2023 - Google Patents
Measurement of corrosion rates on reinforcement using the field testKoteš et al., 2023
View PDF- Document ID
- 11888990553461758626
- Author
- Koteš P
- Zahuranec M
- Prokop J
- Strauss A
- Matos J
- Publication year
- Publication venue
- ce/papers
External Links
Snippet
Reinforcement corrosion is a phenomenon that affects not only the durability and serviceability of the structure itself but the economy of the countries, as well. In many cases, structures and bridges must be repaired or reconstructed as a result of corrosion of the …
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/012—Discrete reinforcing elements, e.g. fibres
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Rao et al. | Simplified structural deterioration model for reinforced concrete bridge piers under cyclic loading 1 | |
Nuti et al. | Relevant outcomes from the history of Polcevera Viaduct in Genova, from design to nowadays failure | |
Koteš et al. | Measurement of corrosion rates on reinforcement using the field test | |
Trejo et al. | Parameters Influencing Corrosion and Tension Capacity of Post-Tensioning Strands. | |
Vegera et al. | Development methodology of determinating residual carrying capacity of reinforced concrete beams with damages tensile reinforcement which occurred during loading | |
Blikharskyy et al. | Influence of the percentage of reinforcement damage on the bearing-capacity of RC beams | |
Blikharskyy et al. | Investigation of defective reinforced concrete beams with obtained damage of compressed area of concrete | |
Qin et al. | Considering shear behavior of beam-column connections to assess the seismic performance of RC frames subjected to freeze-thaw cycles | |
Di Sarno et al. | Critical review of models for the assessment of the degradation of reinforced concrete structures exposed to corrosion | |
Wang et al. | Stiffness degradation characteristics destructive testing and finite-element analysis of prestressed concrete T-beam | |
Ghodoosipoor | Development of deterioration models for bridge decks using system reliability analysis | |
Yan et al. | Stress relaxation behavior of prestressing strands under low temperatures. | |
Darmawan | Pitting corrosion model for partial prestressed concrete (PC) structures in a chloride environment | |
Chalhoub | Effect of reinforced concrete deterioration and damage on the seismic performance of structures | |
Ceravolo et al. | Degradation of structural safety levels in prototype balanced beam systems | |
Kövesdi et al. | Investigations on the historical Széchenyi chain bridge | |
Veerman et al. | Effect of Corrosion on the Fatigue Service-Life on Steel and Reinforced Concrete Beam | |
Yang et al. | Thermal Stress Analysis and Fatigue Life Assessment of Bridge Structures under Multi-Physical Field Coupling. | |
Abdelrahman et al. | Behavior of prestressed concrete beams subjected to fire | |
Koteš et al. | Long-time measurements of reinforcement due to air pollution corrosion on reinforced girder bridge | |
Puklický | Time-dependent reliability analysis of stainless steel members and bridges | |
Pugliese et al. | Critical review of models for the assessment of the degradation of reinforced concrete structures exposed to corrosion | |
Stepinac et al. | Overview of research on fire effects in RC elements and assessment of RC structures after fire | |
Yuan et al. | Fatigue life prediction for concrete bridges using Bayesian network | |
Soto et al. | Assessment of a 60-year-old corroded concrete girder through finite-element analysis |