Plastic Hinge Length of Corroded Reinforced Concrete Beams
Source abstract
Abstract
First Name is required invalid characters Last Name is required invalid characters Email Address is required Invalid Email Address Invalid Email Address
Only a short abstract or summary was supplied by the source.
Source: openalex_inverted_index · Quality: short
Research context
OpenAlex topics: Concrete Corrosion and Durability · Structural Behavior of Reinforced Concrete · Corrosion Behavior and Inhibition
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (43)
Show source-provided references
1. Damage to Reinforced Concrete due to Reinforcement Corrosion10.1016/0950-0618(95)00033-C ↗
2. Effect of Degree of Corrosion on the Properties of Reinforcing Steel Bars10.1016/S0950-0618(01)00009-5 ↗
3. RILEM, “Durability Design of Concrete Structures,”RILEM Report 14, A. Sajia and E. Vesikari, eds., Spon, London, UK, 1996.
4. Residual Capacity of Corroded Reinforcing Bars10.1680/macr.2005.57.3.135 ↗
5. Effect of Corrosion on Ductility of Reinforcing Bars10.1680/macr.2005.57.7.407 ↗
6. Cover Cracking as a Function of Rebars Corrosion: Part 1—Experimental Test10.1007/BF02472805 ↗
7. Cover Cracking as a Function of Rebars Corrosion: Part 2—Numerical Model10.1007/BF02472864 ↗
8. Modeling the Time-to-Corrosion Cracking in Chloride Contaminated Reinforced Concrete Structures
9. Pressure Required to Cause Cover Cracking of Concrete due to Reinforcement Corrosion10.1680/macr.2000.52.6.455 ↗
10. Kaleemullah, M.; Basunbul, I. A., and Rasheeduzzafar, “Influence of Corrosion and Cracking on Bond Behavior and Strength of Reinforced Concrete Members
11. Bond Behavior of Corroded Reinforcing Bars
12. Analytical Model to Predict Nonlinear Flexural Behavior of Corroded Reinforced Concrete Beams
13. Rodriguez, J.; Ortega, L. M.; Casal, J.; and Diez, J. M., “Assessing Structural Conditions of Concrete Structures with Corroded Reinforcement,”Concrete Repair, Rehabilitation and Protection, R. K. Dhir and M. R. Jones, eds., E&FN Spon, 1996, pp. 65-78.
14. Structural Assessment of Corroded Reinforced Concrete Beams10.1061/(ASCE)0733-9445(2004)130:8(1214) ↗
15. Finite Element Investigation of the Structural Response of Corroded RC Beams10.1016/j.engstruct.2010.05.017 ↗
16. Impact of Renforcement Corrosion on Ductile Behavior of Reinforced Concrete Beams
17. Analysis of Mechanical Behavior of Corroded Reinforced Concrete Structures
18. Cyclic Performance of Large-Scale Corroded Reinforced Concrete Beams10.1002/eqe.1145 ↗
19. Long-Term Seismic Performance of Reinforced Concrete Bridges under Steel Reinforcement Corrosion due to Chloride Attack10.1002/eqe.2316 ↗
20. Cyclic Behavior of Reinforced Concrete Beams with Corroded Transverse Steel Reinforcement10.1061/(ASCE)ST.1943-541X.0000932 ↗
21. Barker, A. L. L.,Flexural Ultimate Load Theory Applied to the Design of Reinforced and prestressed Concrete Frames, Concrete Publication Ltd., London, UK, 1956, 91 pp.
22. Barker, A. L. L., and Amarakone, A. M. N., “Inelastic Hyperstatic Frame Analysis,”Flexural Mechanics of Reinforced Concrete, SP-12, American Concrete Institute, Farmington Hills, MI, 1964, pp. 85-142.DOI:10.14359/16715.10.14359/16715
23. Rotational Capacity of Reinforced Concrete Beams10.1061/JSDEAG.0001504 ↗
24. discussion of “Rotational Capacity of Hinging Regions in Reinforced Concrete Beams,”
25. Ductility of Square-Confined Concrete Columns10.1061/JSDEAG.0005933 ↗
26. Paulay, T., and Priestley, M. J. N.,Seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley & Sons, New York, 1992, 768 pp.10.1002/9780470172841 ↗
27. Deformations of Reinforced Concrete Members at Yielding and Ultimate
28. Plastic Hinge Length of Reinforced Concrete Columns
29. Plastic Hinge Length of Circular Reinforced Concrete Columns10.12989/cac.2012.10.6.663 ↗
30. Multi-Axial Strain-Softening of Concrete10.1007/BF02472034 ↗
31. Fracture Mechanics Concepts Applied to Moment Capacity and Rotational Capacity of Reinforced Concrete Beams10.1016/0013-7944(90)90201-Q ↗
32. Thorenfeldt, E.; Tomaszewicz, A.; and Jensen, J. J., “Mechanical Properties of High-Strength Concrete and Applications in Design,”Conference on Utilization of High-Strength Concrete, Stavanger, Norway, 1987, pp. 149-159.
33. Modelling the Structural Behavior of Frost-Damaged Reinforced Concrete Structures10.1080/15732479.2011.552916 ↗
34. Compression Response of Cracked Reinforced Concrete10.1061/(ASCE)0733-9445(1993)119:12(3590) ↗
35. Capé, M., “ Residual Service-Life Assessment of Existing R/C Structures,” MSc thesis, Chalmers University of Technology, Gothenburg, Sweden, and Milan University of Technology, Milan, Italy, 1999, 133 pp.
36. Experimental Determination of Crack Softening Characteristics of Normalweight and Lightweight Concrete
37. Crack Band Theory for Fracture of Concrete
38. CEB-FIB, “CEB-FIP Model Code-Design Code 1990,”Bulletin d’Information 213/214, Lausanne, Switzerland, 1993, 437 pp.
39. Reliability of Deteriorating RC Slab Bridges10.1061/(ASCE)0733-9445(1997)123:12(1638) ↗
40. Comparison of Rates of General Corrosion and Maximum Pitting Penetration on Concrete Embedded Steel Reinforcement10.1016/0008-8846(95)00006-2 ↗
41. Mander, J. B., “Seismic Design of Bridge Piers,” PhD dissertation, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, 1983.
42. Cyclic Behavior of Precast Segmental Concrete Bridge Columns with High Performance or Conventional Steel Reinforcing Bars as Energy Dissipation Bars10.1002/eqe.986 ↗
43. Lehman, D. E., and Moehle, J. P., “Seismic Performance of Well-confined Concrete Bridge Columns,”Pacific Earthquake Engineering Research Center, College of Engineering, University of California, Berkeley, Berkeley, CA, 2000.