Lapiro et al., 2024 - Google Patents
Durability of Reinforced Concrete Caisson Parapet Beam Exposed to Mediterranean Seawater after 500 Days.Lapiro et al., 2024
- Document ID
- 6864214278097337183
- Author
- Lapiro I
- Eid R
- Kovler K
- Publication year
- Publication venue
- ACI Materials Journal
External Links
Snippet
The penetration of chloride ions causes degradation of reinforcing bars, which directly affects the service life of the element. In this study, four different alternatives for the construction of a reinforced concrete (RC) caisson parapet beam are investigated …
- 239000013535 sea water 0 title description 3
Classifications
-
- C—CHEMISTRY; METALLURGY
- C23—COATING METALLIC MATERIAL; COATING MATERIAL WITH METALLIC MATERIAL; CHEMICAL SURFACE TREATMENT; DIFFUSION TREATMENT OF METALLIC MATERIAL; COATING BY VACUUM EVAPORATION, BY SPUTTERING, BY ION IMPLANTATION OR BY CHEMICAL VAPOUR DEPOSITION, IN GENERAL; INHIBITING CORROSION OF METALLIC MATERIAL OR INCRUSTATION IN GENERAL
- C23F—NON-MECHANICAL REMOVAL OF METALLIC MATERIAL FROM SURFACE; INHIBITING CORROSION OF METALLIC MATERIAL OR INCRUSTATION IN GENERAL; MULTI-STEP PROCESSES FOR SURFACE TREATMENT OF METALLIC MATERIAL INVOLVING AT LEAST ONE PROCESS PROVIDED FOR IN CLASS C23 AND AT LEAST ONE PROCESS COVERED BY SUBCLASS C21D OR C22F OR CLASS C25
- C23F13/00—Inhibiting corrosion of metals by anodic or cathodic protection
- C23F13/02—Inhibiting corrosion of metals by anodic or cathodic protection cathodic; Selection of conditions, parameters or procedures for cathodic protection, e.g. of electrical conditions
- C23F13/06—Constructional parts, or assemblies of cathodic-protection apparatus
- C23F13/08—Electrodes specially adapted for inhibiting corrosion by cathodic protection; Manufacture thereof; Conducting electric current thereto
- C23F13/16—Electrodes characterised by the combination of the structure and the material
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Slater | Corrosion of metals in association with concrete | |
| Raupach et al. | Concrete repair to EN 1504: diagnosis, design, principles and practice | |
| Zafeiropoulou et al. | Performance evaluation of organic coatings against corrosion in reinforced cement mortars | |
| Pyc | Field performance of epoxy-coated reinforcing steel in Virginia bridge decks | |
| Kouloumbi et al. | Efficiency of natural Greek pozzolan in chloride-induced corrosion of steel reinforcement | |
| O’Reilly et al. | Evaluation of multiple corrosion protection systems for reinforced concrete bridge decks | |
| Page | Corrosion and protection of reinforcing steel in concrete | |
| Khomwan et al. | Startup Thailand: A new innovative sacrificial anode for reinforced concrete structures | |
| Topcu et al. | Experimental investigation of utilizing chemical additives and new generation corrosion inhibitors on reinforced concrete | |
| Farshadfar et al. | Performance evaluation of corrosion protection systems for reinforced concrete | |
| Lapiro et al. | Durability of Reinforced Concrete Caisson Parapet Beam Exposed to Mediterranean Seawater after 500 Days. | |
| Cusson et al. | Ten-year field evaluation of corrosion inhibiting systems in concrete bridge barrier walls | |
| Bremner et al. | Protection of metals in concrete against corrosion | |
| Lapiro et al. | AUTHOR BIOS | |
| Michael | Chloride Threshold Ingress Evaluation of Corrosion Probability Using Concrete Electrical Resistivity and Half-Cell Potential Measurements | |
| Grayli | Evaluation of Multiple Corrosion Protection Systems for Reinforced Concrete Bridge Decks | |
| Nakayama et al. | Influence of surface treatment after applying electrochemical repair method on protection effect against steel corrosion in concrete | |
| Chauvin et al. | Evaluation of electrochemical chloride extraction (ECE) and fiber reinforced polymer (FRP) wrap technology | |
| Gong | Evaluation of multiple corrosion protection systems and stainless steel clad reinforcement for reinforced concrete | |
| Dehn et al. | Concrete Repair, Rehabilitation and Retrofitting IV: Proceedings of the 4th International Conference on Concrete Repair, Rehabilitation and Retrofitting (ICCRRR-4), 5-7 October 2015, Leipzig, Germany | |
| O’Reilly | Performance of multiple corrosion protection systems for reinforced concrete bridge decks | |
| Raupach et al. | Durability of marine structures made of high-performance concrete | |
| Pianca et al. | The long term performance of three ontario bridges constructed with galvanized reinforcement | |
| Al-Bahar et al. | Impact of aggressive exposure conditions on sustainable durability, strength development and chloride diffusivity of high performance concrete | |
| アンドゥリアミサハリマナナ,アンジャティアナ,ルシア,ブラナ | AN ELECTROCHEMICAL STUDY ON THE CORROSION OF STEEL IN CONCRETE STRUCTURES IN SEVERE MARINE ENVIRONMENT BASED ON LONG-TERM EXPOSURE TEST |