journal article·2021-03-01

Bonding Behavior and Interfacial Damage between Steel Fiber-Reinforced Concrete and Steel

Authors not provided

ACI Materials Journal· Volume 118· Issue 2
Publisher page

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: Structural Behavior of Reinforced Concrete · Structural Load-Bearing Analysis · Innovative concrete reinforcement materials

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (23)

Show source-provided references
1. Bryson, J., and Mathey, R. G., “Surface Condition Effect on Bond Strength of Steel Beams Embedded in Concrete,” ACI Journal Proceedings, V. 59, No. 3, Mar. 1962, pp. 397-406.10.14359/7922 ↗
2. Azizinamini, A., “Steel Reinforced Concrete Composite Buildings in 1995 Hyogoken-Nanbu Earthquake,” Railroad Ties, 1998.10.1061/(ASCE)0733-9445(1997)123:8(986) ↗
3. Han, L.; Tan, Q.; and Song, T., “Fire Performance of Steel Reinforced Concrete (SRC) Structures,” Procedia Engineering, V. 62, Sept, 2013, pp. 46-55. doi: 10.1016/j.proeng.2013.08.04310.1016/j.proeng.2013.08.043 ↗
4. Tao, Z., and Yu, Q., “Residual Bond Strength in Steel Reinforced Concrete Columns after Fire Exposure,” Fire Safety Journal, V. 53, 2012, pp. 19-27. doi: 10.1016/j.firesaf.2012.06.01010.1016/j.firesaf.2012.06.010 ↗
5. Baloch, S. U., “Steel Fiber Reinforced Concrete,” Materials Science and Engineering, V. 25, Sept.-Oct. 2005, pp. 53-58.10.1016/0025-5416(76)90051-3 ↗
6. Romualdi, J. P., and Batson, G. B., “Mechanics of Crack Arrest in Concrete,” Journal of the Engineering Mechanics Division, V. 89, No. 3, 1963, pp. 147-168. doi: 10.1061/JMCEA3.000038110.1061/JMCEA3.0000381 ↗
7. Romualdi, J. P., and Mandel, J. A., “Tensile Strength of Concrete Affected by Uniformly Distributed and Closely Spaced Short Lengths of Wire Reinforcement,” ACI Journal Proceedings, V. 61, No. 6, June 1964, pp. 27-37.10.14359/7801 ↗
8. Roeder, C. W.; Chmielowski, R.; and Brown, C. B., “Shear Connector Requirements for Embedded Steel Sections,” Journal of Structural Engineering, ASCE, V. 125, No. 2, 1999, pp. 142-151. doi: 10.1061/(ASCE)0733-9445(1999)125:2(142)10.1061/(ASCE)0733-9445(1999)125:2(142) ↗
9. Pecce, M., and Ceroni, F., “Bond Tests of Partially Encased Composite Columns,” Advanced Steel Construction, V. 6, No. 4, 2010, pp. 1001-1018.10.18057/IJASC.2010.6.4.5 ↗
10. Zheng, H.; Chen, Z.; and Xu, J., “Bond Behavior of H-Shaped Steel Embedded in Recycled Aggregate Concrete under Pushout Loads,” International Journal of Steel Structures, V. 16, No. 2, 2016, pp. 347-360. doi: 10.1007/s13296-016-6008-y10.1007/s13296-016-6008-y ↗
11. Wu, K.; Chen, F.; Chen, C. Y.; Zheng, H. M.; and Xu, J. N., “Load-Transfer Mechanism and Bond-Stress Components in Steel and Steel Fiber–Reinforced Concrete Structure,” Journal of Structural Engineering, ASCE, V. 145, No. 12, 2019, p. 04019160 doi: 10.1061/(ASCE)ST.1943-541X.000244110.1061/(ASCE)ST.1943-541X.0002441 ↗
12. Zhao, Y.; Lin, H.; Wu, K.; and Jin, W., “Bond Behaviour of Normal/Recycled Concrete and Corroded Steel Bars,” Construction and Building Materials, V. 48, No. 11, 2013, pp. 348-359. doi: 10.1016/j.conbuildmat.2013.06.09110.1016/j.conbuildmat.2013.06.091 ↗
13. Chao, S. H.; Naaman, A. E.; and Gustavo, J., “Parra-Montesinos, “Bond Behavior of Reinforcing Bars in Tensile Strain-Hardening Fiber-Reinforced Cement Composites,” ACI Structural Journal, V. 106, No. 6, Nov.-Dec. 2009, pp. 897-906.10.14359/51663191 ↗
14. Chen, Z. P.; Liang, Y.; and Chen, Y. L., “Research on Bonding Strength of Steel and Concrete with Different Bonding Interfaces,” Applied Mechanics and Materials, V. 470, Dec, 2014, pp. 838-841.10.4028/www.scientific.net/AMM.470.838 ↗
15. Wang, W. H.; Han, L. H.; Tan, Q. H.; and Tao, Z., “Tests on the Steel–Concrete Bond Strength in Steel Reinforced Concrete (SRC) Columns after Fire Exposure,” Fire Technology, V. 53, No. 2, 2017, pp. 917-945. doi: 10.1007/s10694-016-0610-610.1007/s10694-016-0610-6 ↗
16. Li, J. H.; Qiu, D. L.; Yi, K.; and Sun, B., “Study on Bond-Slip Behavior between Spaped Steel and Concrete in SRC Structures after Exposed to High Temperature,” Engineering Mechanics, V. 32, No. 2, 2015, pp. 190-200. (in Chinese)
17. Zheng, H. H.; Chen, Z. P.; and Su, Y. S., “Research on Mechanical Behavior and Bearing Capacity Calculation Method of Steel Reinforced Recycle Aggregate Concrete Combined Component with Stud Connecters,” Industrial Construction, V. 46, No. 11, 2016, pp. 97-104. (in Chinese)
18. Chen, Z. P.; Zhou, W. X.; and Xu, J. J., “Experimental Study on Bond-Slip Behavior of Steel Reinforced High Strength Concrete after High Temperature,” Journal of Building Structures, V. 36, No. 12, 2015, pp. 106-115. (in Chinese)
19. Chen, Z. P.; Chen, Y. L.; Zheng, H. H.; and Xue, J. Y., “Analysis of Influence Factors and Bonding Strength of Steel-Recycled Aggregate Concrete Interface,” Industrial Construction, V. 43, No. 9, 2013, pp. 1-6. (in Chinese)
20. Ying, W. D., and Chen, Z. P., “Interface Bonding Force Transfer Mechanisms and Its Influence Analysis between Shaped Steel and High-Strength Concrete,” Tumu Gongcheng Xuebao, V. 49, No. 9, 2016, pp. 53-63. (in Chinese)
21. Li, J. H.; Wang, G. F.; Qiu, D. L.; and Yu, K., “Study on the Force Transfer Behavior of SRC Members with Stud Shear Connectors,” Tumu Gongcheng Xuebao, V. 45, No. 12, 2012, pp. 74-82. (in Chinese)
22. Yang, Y., “Study on the Basic Theory and Its Application of Bonding-Slip between Steel Shape and Concrete in SRC Structures,” PhD dissertation, Xi’an University of Architecture and Technology, Xi’an, China, 2003. (in Chinese)
23. Xu, J. J.; Chen, Z. P.; Xue, J. Y.; and Su, Y. S., “Failure Mechanism of Interface Bond Behavior between Circular Steel Tube and Recycled Aggregate Concrete by Pushout Test,” Journal of Building Structures, V. 34, No. 7, 2013, pp. 148-157. (in Chinese)