Feasibility Study on Fire-Resistive Engineered Cementitious Composites
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OpenAlex topics: Innovative concrete reinforcement materials · Structural Behavior of Reinforced Concrete · Concrete and Cement Materials Research
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References (41)
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1. NIST GCR 04-872, “Fire Protection of Structural Steel in High-Rise Buildings,” National Institute of Standards and Technology, Gaithersburg, MD, 2004, 88pp.
2. NIST NCSTAR 1, “Collapse of the World Trade Center Towers Final Report: Federal Building and Fire Safety Investigation of the WTC Disaster,” National Institute of Standards and Technology, Gaithersburg, MD, 2005, 298 pp.
3. Carino, N. J.; Starnes, M. A.; Gross, J. L.; Yang, J. C.; Kukuck, S. R.; Prasad, K. R.; and Bukowski, R. W., “Passive Fire Protection,”Federal Building and Fire Safety Investigation of the World Trade Center DisasterNIST NCSTAR 1-6A, National Institute of Standards and Technology, Gaithersburg, MD, 2005, 326 pp.10.6028/NIST.NCSTAR.1-6a ↗
4. Bond Performance of SFRM on Steel Plates Subjected to Tensile Yielding10.1177/1042391510394244 ↗
5. Postearthquake Fire Performance of Sprayed Fire-Resistive Material on Steel Moment Frames10.1061/(ASCE)ST.1943-541X.0000441 ↗
6. Pessiki, S.; Kwon, K.; and Lee, B., “Fire Load Behavior of Steel Building Columns With Damaged Spray-Applied Fire Resistive Material,”Proceedings of 4th International Workshop on Structures in Fire, Aveiro, Portugal, 2006, pp. 235-245.
7. A Study of the Effect of Partial Loss of Protection on the Fire Resistance of Steel Columns10.1007/BF01215355 ↗
8. Effect of Earthquake-induced Damage to Spray-applied Fire-resistive Insulation on the Response of Steel Moment-frame Beam-column Connections During Fire Exposure10.1177/1042391512461126 ↗
9. Role of Insulation Effectiveness on Fire Resistance of Steel Structures under Extreme Loading Events10.1061/(ASCE)CF.1943-5509.0000172 ↗
10. Tensile Strain-Hardening Behavior of PVA-ECC
11. A New Micromechanics Design Theory for Pseudo Strain Hardening Cementitious Composite10.1061/(ASCE)0733-9399(1999)125:4(373) ↗
12. Steady-State and Multiple Cracking of Short Random Fiber Composites10.1061/(ASCE)0733-9399(1992)118:11(2246) ↗
13. Li, V. C., “Engineered Cementitious Composites—Tailored Composites through Micromechanical Modeling,”Fiber Reinforced Concrete: Present and the Future, N. Banthia, A. A. Bentur, and A. Mufti, eds., Canadian Society for Civil Engineering, Montreal, Quebec, Canada, 1998, pp. 64-97.
14. Interface Tailoring for Strain-Hardening Polyvinyl Alcohol-Engineered Cementitious Composites (PVA-ECC)
15. Wang, S., and Li, V. C., “Materials Design of Lightweight PVA-ECC,”Proceedings of HPFRCC, A. E. Naaman and H. W. Reinhardt, eds., Ann Arbor, MI, 2003, pp. 379-390.
16. Design of Engineered Cementitious Composite (ECC) Suitable for Wet-mix Shotcreting
17. Yang, E., and Li, V. C., “Rate Dependence in Engineered Cementitious Composites,”Proceedings of International RILEM Workshop HPFRCC in Structural Applications, RILEM SARL, 2006, pp. 83-92.
18. Magalhães, M. S.; Toledo Filho, R. D.; and Fairbairn, E. M. R., “Thermal Properties and Resistance to Thermal Shock of Strain Hardening Cement-Based Composites,”Proceedings of 2nd International RILEM Conference on SHCC, 2011, pp. 189-198.
19. Assessing the Mechanical Properties and Microstructure of Fire-Damaged Engineered Cementitious Composites
20. ASTM E2584-07, “Standard Practice for Thermal Conductivity of Materials Using a Thermal Capacitance (Slug) Calorimeter,” ASTM International, West Conshohocken, PA, 2007, 9 pp.
21. Principles of Heat Flow in Porous Insulators10.1111/j.1151-2916.1935.tb19340.x ↗
22. Thermal Conductivity: VIII, A Theory of Thermal Conductivity of Porous Materials10.1111/j.1551-2916.1954.tb20107.x ↗
23. An Estimation Model for the Dry Thermal-Conductivity of Autoclaved Aerated Concrete10.1007/BF02472988 ↗
24. Heat Transfer Characteristics of Porous Rocks10.1002/aic.690060115 ↗
25. Effect of Microstructure on the Mechanical and Thermal Properties of Lightweight Concrete Prepared From Clay, Cement, and Wood Aggregate10.1016/S0008-8846(98)00075-1 ↗
26. Effect of Moisture and Porosity on the Thermal Properties of A Conventional Refractory Concrete10.1016/S0955-2219(02)00158-9 ↗
27. Research on Several Physico-Mechanical Properties of Lightweight Aggregate Concrete10.1016/0262-5075(80)90036-6 ↗
28. Akman, M. S., and Tasdemir, M. A., “Tasiyici Malzeme Olarak Perlit Betonu (Perlite Concrete as a Structural Material),”1st National Perlite Congress, Ankara, Turkey, 1977.
29. Characteristics and Properties of Lightweight Concrete Manufactured With Cenospheres10.1016/S0008-8846(00)00357-4 ↗
30. Bave, G., “Aerated Light-Weight Concrete-Current Technology,”Proceedings of the 2nd International Symposium on Light-weight Concretes, London, 1980, pp. 28-35.
31. A J-Integral Method for Calculating Steady-State Matrix Cracking Stresses in Composites10.1016/0167-6636(88)90011-7 ↗
32. The Phenomena of Rupture and Flow in Solids10.1098/rsta.1921.0006 ↗
33. Multiple Cracking Sequence and Saturation in Fiber Reinforced Cementitious Composites10.3151/crt1990.9.2_19 ↗
34. ASTM C109/C109M-02, “Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens),” ASTM International, West Conshohocken, PA, 2002, 6 pp.
35. Concrete Engineering Series 82, “Recommendations for Design and Construction of High. Performance Fiber Reinforced Cement Composites with Multiple Fine Cracks (HPFRCC),” Japan Society of Civil Engineers, Mar. 2008, 113 pp.
36. ASTM E1269-11, “Standard Test Method for Determining Specific Heat Capacity by Differential Scanning Calorimetry,” ASTM International, West Conshohocken, PA, 2011, 6 pp.
37. AC377, “Acceptance Criteria for Spray-Applied and Intumescent Mastic Coating Fire-Protection Materials,” International Code Council-Evaluation Service, July 2004, 20 pp.
38. Unified Facilities Guide Specifications Division 7, “Spray-Applied Fireproofing (Section 07 81 00),” prepared by U.S. Army Corps of Engineers, Washington, DC, Aug. 2002, 16 pp.
39. ASTM E605-93(06), “Standard Test Methods for Thickness and Density of SFRM Applied to Structural Members,” ASTM International, West Conshohocken, PA, 2006, 6 pp.
40. Influence of Material Ductility on the Performance of Concrete Repair
41. Bentz, D. P., “Combination of Transient Plane Source and Slug Calorimeter Measurements to Estimate Thermal Properties of FRM,”ASTM Journal of Testing and Evaluation, V. 35, No. 3, 2007.10.1520/JTE100033 ↗