Special Issue: “Assessment and Rehabilitation of Existing Reinforced Concrete Structures and Infrastructures: Methods, Techniques and New Frontiers”
Source abstract
Abstract
In the last several decades, assessment and rehabilitation of the existing built environment constitute two of the major challenges for engineers, practitioners, and code-makers all over the world [...]
Only a short abstract or summary was supplied by the source.
Source: crossref · Quality: short
Research context
OpenAlex topics: Concrete Corrosion and Durability · Structural Behavior of Reinforced Concrete · Smart Materials for Construction
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Department of Structural, Geotechnical and Building Engineering (DISEG), Politecnico di Torino, 10129 Turin, Italy
References (13)
Show source-provided references
1. (2013). Eurocode—Basis of Structural Design (Standard No. EN 1990).
2. (2014). Eurocode 2—Design of Concrete Structures. Part 1-1: General Rules and Rules for Buildings (Standard No. EN 1992-1-1).
3. Fib (2013). Model Code for Concrete Structures 2010.10.1002/9783433604090 ↗
4. Partial factor methods for existing structures according to fib Bulletin 80: Assessment of an existing prestressed concrete bridge10.1002/suco.201900231 ↗
5. Vereecken, E., Botte, W., Lombaert, G., and Caspeele, R. (2021). VoI-Based Optimization of Structural Assessment for Spatially Degrading RC Structures. Appl. Sci., 11.10.3390/app11114994 ↗
6. Kraľovanec, J., Bahleda, F., Prokop, J., Moravčík, M., and Neslušan, M. (2021). Verification of Actual Prestressing in Existing Pre-Tensioned Members. Appl. Sci., 11.10.3390/app11135971 ↗
7. Gómez, J., Barris, C., Baena, M., Perera, R., and Torres, L. (2021). Sustained Loading Bond Response and Post-Sustained Loading Behaviour of NSM CFRP-Concrete Elements under Different Service Temperatures. Appl. Sci., 11.10.3390/app11188542 ↗
8. Syll, A., Shimokobe, H., and Kanakubo, T. (2021). Effect of Stirrup on Bond Strength Degradation in Concrete Cracked by Expansion Agent Filled Pipes. Appl. Sci., 11.10.3390/app11198874 ↗
9. Cleven, S., Raupach, M., and Matschei, T. (2022). A New Method to Determine the Steel Fibre Content of Existing Structures—Evaluation and Validation. Appl. Sci., 12.10.3390/app12010454 ↗
10. Cleven, S., Raupach, M., and Matschei, T. (2022). A New Method to Determine the Steel Fibre Content of Existing Structures—Test Setup and Numerical Simulation. Appl. Sci., 12.10.3390/app12020561 ↗
11. Mathern, A., and Magnusson, J. (2022). Lessons Learned from the Construction, Inspection, and Defect Assessment of Reinforced Concrete Foundations for Wind Turbines. Appl. Sci., 12.10.3390/app12031443 ↗
12. Pleșcan, C., Barta, M., Maxineasa, S., and Pleșcan, E. (2022). Life Cycle Assessment of Concrete Pavement Rehabilitation: A Romanian Case Study. Appl. Sci., 12.10.3390/app12041769 ↗
13. Rutkowska, G., Ogrodnik, P., Żółtowski, M., Powęzka, A., Kucharski, M., and Krejsa, M. (2022). Fly Ash from the Thermal Transformation of Sewage Sludge as an Additive to Concrete Resistant to Environmental Influences in Communication Tunnels. Appl. Sci., 12.10.3390/app12041802 ↗