A5077636739- Structural Behavior of Reinforced Concrete
- Construction Engineering and Safety
- Structural Load-Bearing Analysis
- Structural Response to Dynamic Loads
- Advanced Fiber Optic Sensors
- Concrete Corrosion and Durability
- Structural Health Monitoring Techniques
- Structural Engineering and Vibration Analysis
- Masonry and Concrete Structural Analysis
- Building materials and conservation
- Geotechnical Engineering and Underground Structures
- Construction Project Management and Performance
- Photonic and Optical Devices
- BIM and Construction Integration
- Innovative concrete reinforcement materials
- Occupational Health and Safety Research
- Fire effects on concrete materials
- Advanced MEMS and NEMS Technologies
- Fatigue and fracture mechanics
- Seismic Performance and Analysis
- Medieval Architecture and Archaeology
- Structural Engineering and Materials Analysis
- Fire dynamics and safety research
- Civil and Structural Engineering Research
- Geotechnical Engineering and Analysis
Universitat Politècnica de València
2014-2024
This paper presents the development of some numerical models based on results laboratory tests performed axially loaded RC columns strengthened with steel angles and strips. These consider nonlinearity building materials effects contact interfaces between different materials. The finite element accurately describe general behaviour columns. study allows engineers to assess relative importance mechanisms acting Constructive recommendations are also provided in this paper.
This paper presents the results obtained from full-scale tests on 14 reinforced concrete columns strengthened with steel angles and strips subjected to axial loads. All were loading before strengthening. The influence of various factors behaviour column was studied. laboratory show that system is highly effective for increasing ultimate load in a also increases stiffness its strain. Furthermore, analysis experiments allows transfer mechanisms which affect element be determined.
The strengthening of reinforced concrete (RC) columns by steel angles and strips (steel cage) is one various techniques available to increase ultimate column load. Different authors have shown the influence beam-column joint on behaviour strengthened cages. This paper presents an experimental study carried out at Universidad Polit<TEX>$\acute{e}$</TEX>cnica de Valencia with aim analysing two different solve close RC loads obtained in laboratory tests for these are compared that specified Eurocode 4.