Contribution of Shrinkage-Reducing Admixture and Lightweight Sand to Moist-Curing Requirement for Fiber- Reinforced Ultra-High-Performance Concrete
Source abstract
Abstract
First Name is required invalid characters Last Name is required invalid characters Email Address is required Invalid Email Address Please select a country... Afghanistan Åland Islands Albania Algeria American Samoa Andorra Angola Anguilla Antarctica Antigua And Barbuda Argentina Armenia Aruba Australia Austria Azerbaijan Bahamas Bahrain Bangladesh Barbados Belarus Belgium Belize Benin Bermuda Bhutan Bolivia Bonaire, Sint Eustatius and Saba Bosnia and Herzegovina Botswana Bouvet Island Brazil British Antarctic Territory British Indian Ocean Territory British Overseas Territory Brunei Darussalam Bulgaria Burkina Faso Burundi Cabo Verde Cambodia Cameroon Canada Cayman Islands Central African Republic Chad Chile China Christmas Island Cocos (Keeling) Islands Colombia Comoros Congo Congo, Democratic Republic of the Cook Islands Costa Rica Côte d'Ivoire Croatia Cuba Curaçao Cyprus Czech Republic Denmark Djibouti Dominica Dominican Republic Ecuador Egypt El Salvador Equatorial Guinea Eritrea Estonia Ethiopia Falkland Islands Faroe Islands Fiji Finland France French Guiana French Polynesia French Southern Territories Gabon Gambia Georgia Germany Ghana Gibraltar Greece Greenland Grenada Guadeloupe Guam Guatemala Guernsey Guinea Guinea-Bissau Guyana Haiti Heard Island and McDonald Islands Holy See (Vatican City) Honduras Hong Kong Hungary Iceland India Indonesia Iran, Islamic Republic of Iraq Ireland Isle of Man Israel Italy Jamaica Japan Jersey Jordan Kazakhstan Kenya Kiribati Korea (the Republic of) Korea, Democratic People's Republic of Kosovo, Republic of Kuwait Kyrgyzstan Lao People's Democratic Republic Latvia Lebanon Lesotho Liberia Libya Liechtenstein Lithuania Luxembourg Macau Macedonia, Former Yugoslav Republic of Madagascar Malawi Malaysia Maldives Mali Malta Marshall Islands Martinique Mauritania Mauritius Mayotte Mexico Micronesia, Federated States of Moldova, Republic of Monaco Mongolia Montenegro Montserrat Morocco Mozambique Myanmar Namibia Nauru Nepal Netherlands New Caledonia New Zealand Nicaragua Niger Nigeria Niue Norfolk Island Northern Mariana Islands Norway Oman Pakistan Palau Palestine, State of Panama Papua New Guinea Paraguay Peru Philippines Pitcairn Poland Portugal Puerto Rico Qatar Réunion Romania Russian Federation Rwanda Saint Barthélemy Saint Kitts And Nevis Saint Lucia Saint Martin (French part) Saint Pierre and Miquelon Samoa San Marino Sao Tome And Principe Saudi Arabia Senegal Serbia Seychelles Sierra Leone Singapore Sint Maarten (Dutch part) Slovakia Slovenia Solomon Islands Somalia South Africa South Georgia South Sudan Spain Sri Lanka St Vincent And Grenadines St. Helena Ascensian and Tristan da Aunh Sudan Suriname Svalbard and Jan Mayen Swaziland Sweden Switzerland Syrian Arab Republic Taiwan Tajikistan Tanzania, United Republic of Thailand Timor-Leste Togo Tokelau Tonga Trinidad And Tobago Tunisia Turkey Turkmenistan Turks And Caicos Islands Tuvalu Uganda Ukraine United Arab Emirates United Kingdom United States United States Minor Outlying Islands Uruguay Uzbekistan Vanuatu Venezuela Viet Nam Virgin Islands (British) Virgin Islands (U.S.) Wallis And Futuna Islands Western Sahara Yemen Zambia Zimbabwe Country/Territory is required
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Innovative concrete reinforcement materials · Concrete Properties and Behavior · Concrete and Cement Materials Research
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (51)
Show source-provided references
1. Graybeal, B.; Brühwiler, E.; Kim, B.; Toutlemonde, F.; Voo, Y. L.; and Zaghi, M., “International Perspective on UHPC in Bridge Engineering,” Journal of Bridge Engineering, ASCE, V. 25, No. 11, 2020, pp. 1-16. doi: 10.1061/(ASCE)BE.1943-5592.000163010.1061/(ASCE)BE.1943-5592.0001630 ↗
2. Du, J.; Meng, W.; Khayat, K. H.; Bao, Y.; Guo, P.; Lyu, Z.; Abu-Obeidah, A.; Nassif, H.; and Wang, H., “New Development of Ultra-High-Performance Concrete (UHPC),” Composites Part B: Engineering, V. 224, 2021, p. 109220. doi: 10.1016/j.compositesb.2021.10922010.1016/j.compositesb.2021.109220 ↗
3. Fan, L.; Meng, W.; Teng, L.; and Khayat, K. H., “Effects of Lightweight Sand and Steel Fiber Contents on the Corrosion Performance of Steel Rebar Embedded in UHPC,” Construction and Building Materials, V. 238, 2020, p. 117709. doi: 10.1016/j.conbuildmat.2019.11770910.1016/j.conbuildmat.2019.117709 ↗
4. Hamada, H.; Alattar, A.; Tayeh, B.; Yahaya, F.; and Almeshal, I., “Influence of Different Curing Methods on the Compressive Strength of Ultra-High-Performance Concrete: A Comprehensive Review,” Case Studies in Construction Materials, V. 17, 2022, p. e01390. doi: 10.1016/j.cscm.2022.e0139010.1016/j.cscm.2022.e01390 ↗
5. Shen, P.; Lu, L.; He, Y.; Wang, F.; and Hu, S., “The Effect of Curing Regimes on the Mechanical Properties, Nano-Mechanical Properties and Microstructure of Ultra-High-Performance Concrete,” Cement and Concrete Research, V. 118, 2019, pp. 1-13. doi: 10.1016/j.cemconres.2019.01.00410.1016/j.cemconres.2019.01.004 ↗
6. Heinz, D., and Ludwig, H. M., “Heat Treatment and the Risk of DEF Delayed Ettringite Formation in UHPC,” Proceedings of the International Symposium on Ultra High Performance Concrete, M. Schmidt, E. Fehling, and C. Geisenhanslüke, eds., Kassel, Germany, 2004, pp. 717-730.
7. Xu, D.; Tang, J.; Hu, X.; Yu, C.; Han, F.; Sun, S.; Deng, W.; and Liu, J., “The Influence of Curing Regimes on Hydration, Microstructure and Compressive Strength of Ultra-High-Performance Concrete: A Review,” Journal of Building Engineering, V. 76, 2023, p. 107401. doi: 10.1016/j.jobe.2023.10740110.1016/j.jobe.2023.107401 ↗
8. Chen, T.; Gao, X.; and Ren, M., “Effects of Autoclave Curing and Fly Ash on Mechanical Properties of Ultra-High-Performance Concrete,” Construction and Building Materials, V. 158, 2018, pp. 864-872. doi: 10.1016/j.conbuildmat.2017.10.07410.1016/j.conbuildmat.2017.10.074 ↗
9. Sritharan, S.; Doiron, G.; Bierwagen, D.; Keierleber, B.; and Abu-Hawash, A., “First Application of UHPC Bridge Deck Overlay in North America,” Transportation Research Record, V. 26, 2018, pp. 40-47.10.1177/0361198118755665 ↗
10. Teng, L., and Khayat, K. H., “Effect of Overlay Thickness, Fiber Volume, and Shrinkage Mitigation on Flexural Behavior of Thin Bonded Ultra-High-Performance Concrete Overlay Slab,” Cement and Concrete Composites, V. 134, No. 11, 2022, p. 104752. doi: 10.1016/j.cemconcomp.2022.10475210.1016/j.cemconcomp.2022.104752 ↗
11. Graybeal, B., and Haber, Z., “Ultra-High Performance Concrete for Bridge Deck Overlays,” Report No. FHWA-HRT-17-097, Federal Highway Administration, Washington, DC, 2018.
12. Khayat, K. H.; Teng, L.; and Addai-Nimoh, A., “Performance of Cost-Effective Non-Proprietary UHPC in Thin-Bonded Bridge Overlays,” MoDOT Research Report No. cmr 23-011, Missouri Department of Transportation, Jefferson City, MO, 2023.
13. Valipour, M., and Khayat, K. H., “Coupled Effect of Shrinkage-Mitigating Admixtures and Saturated Lightweight Sand on Shrinkage of UHPC for Overlay Applications,” Construction and Building Materials, V. 184, 2018, pp. 320-329. doi: 10.1016/j.conbuildmat.2018.06.19110.1016/j.conbuildmat.2018.06.191 ↗
14. Kang, H., and Moon, J., “Secondary Curing Effect on the Hydration of Ultra-High-Performance Concrete,” Construction and Building Materials, V. 298, 2021, p. 123874. doi: 10.1016/j.conbuildmat.2021.12387410.1016/j.conbuildmat.2021.123874 ↗
15. Liu, Y.; Wei, Y.; Ma, L.; and Wang, L., “Restrained Shrinkage Behavior of Internally-Cured UHPC Using Calcined Bauxite Aggregate in the Ring Test and UHPC-Concrete Composite Slab,” Cement and Concrete Composites, V. 134, 2022, p. 104805. doi: 10.1016/j.cemconcomp.2022.10480510.1016/j.cemconcomp.2022.104805 ↗
16. Xu, D.; Tang, J.; Hu, X.; Zhou, Y.; Yu, C.; Han, F.; and Liu, J., “Influence of Silica Fume and Thermal Curing on Long-Term Hydration, Microstructure and Compressive Strength of Ultra-High-Performance Concrete (UHPC),” Construction and Building Materials, V. 395, 2023, p. 132370. doi: 10.1016/j.conbuildmat.2023.13237010.1016/j.conbuildmat.2023.132370 ↗
17. Teng, L.; Valipour, M.; and Khayat, K. H., “Design and Performance of Low Shrinkage UHPC for Thin Bonded Bridge Deck Overlay,” Cement and Concrete Composites, V. 118, 2021, p. 103953. doi: 10.1016/j.cemconcomp.2021.10395310.1016/j.cemconcomp.2021.103953 ↗
18. Bao, Y.; Valipour, M.; Meng, W.; Khayat, K. H.; and Chen, G., “Distributed Fiber Optic Sensor-Enhanced Detection and Prediction of Shrinkage-Induced Delamination of Ultra-High-Performance Concrete Overlay,” Smart Materials and Structures, V. 26, No. 8, 2017, p. 85009. doi: 10.1088/1361-665X/aa71f410.1088/1361-665X/aa71f4 ↗
19. Lange, D. A., and Shin, H. C., “Early Age Stresses and Debonding in Bonded Concrete Overlays,” Transportation Research Record: Journal of the Transportation Research Board, V. 1778, No. 1, 2001, pp. 174-181. doi: 10.3141/1778-2110.3141/1778-21 ↗
20. Liu, J.; Farzadnia, N.; Shi, C.; and Ma, X., “Effects of Superabsorbent Polymer on Shrinkage Properties of Ultra-High Strength Concrete Under Drying Condition,” Construction and Building Materials, V. 215, 2019, pp. 799-811. doi: 10.1016/j.conbuildmat.2019.04.23710.1016/j.conbuildmat.2019.04.237 ↗
21. Liu, J.; Shi, C.; Farzadnia, N.; and Ma, X., “Effects of Pretreated Fine Lightweight Aggregate on Shrinkage and Pore Structure of Ultra-High Strength Concrete,” Construction and Building Materials, V. 204, 2019, pp. 276-287. doi: 10.1016/j.conbuildmat.2019.01.20510.1016/j.conbuildmat.2019.01.205 ↗
22. Ma, X.; Liu, J.; and Shi, C., “A Review on the Use of LWA as an Internal Curing Agent of High-Performance Cement-Based Materials,” Construction and Building Materials, V. 218, 2019, pp. 385-393. doi: 10.1016/j.conbuildmat.2019.05.12610.1016/j.conbuildmat.2019.05.126 ↗
23. Snoeck, D.; Jensen, O. M.; and De Belie, N., “The Influence of Superabsorbent Polymers on the Autogenous Shrinkage Properties of Cement Pastes with Supplementary Cementitious Materials,” Cement and Concrete Research, V. 74, 2015, pp. 59-67. doi: 10.1016/j.cemconres.2015.03.02010.1016/j.cemconres.2015.03.020 ↗
24. Shen, D.; Wang, T.; Chen, Y.; Wang, M.; and Jiang, G., “Effect of Internal Curing with Super Absorbent Polymers on the Relative Humidity of Early-Age Concrete,” Construction and Building Materials, V. 99, 2015, pp. 246-253. doi: 10.1016/j.conbuildmat.2015.08.04210.1016/j.conbuildmat.2015.08.042 ↗
25. Meng, W., and Khayat, K. H., “Effects of Saturated Lightweight Sand Content on Key Characteristics of Ultra-High-Performance Concrete,” Cement and Concrete Research, V. 101, 2017, pp. 46-54. doi: 10.1016/j.cemconres.2017.08.01810.1016/j.cemconres.2017.08.018 ↗
26. Lu, J.; Shen, P.; Ali, H. A.; and Poon, C. S., “Development of High-Performance Lightweight Concrete Using Ultra High Performance Cementitious Composite and Different Lightweight Aggregates,” Cement and Concrete Composites, V. 124, 2021, p. 104277. doi: 10.1016/j.cemconcomp.2021.10427710.1016/j.cemconcomp.2021.104277 ↗
27. Rajabipour, F.; Sant, G.; and Weiss, J., “Interactions Between Shrinkage Reducing Admixtures (SRA) and Cement Paste’s Pore Solution,” Cement and Concrete Research, V. 38, No. 5, 2008, pp. 606-615. doi: 10.1016/j.cemconres.2007.12.00510.1016/j.cemconres.2007.12.005 ↗
28. Wehbe, Y., and Ghahremaninezhad, A., “Combined Effect of Shrinkage Reducing Admixtures (SRA) and Superabsorbent Polymers (SAP) on the Autogenous Shrinkage, Hydration and Properties of Cementitious Materials,” Construction and Building Materials, V. 138, 2017, pp. 151-162. doi: 10.1016/j.conbuildmat.2016.12.20610.1016/j.conbuildmat.2016.12.206 ↗
29. Rongbing, B., and Jian, S., “Synthesis and Evaluation of Shrinkage-Reducing Admixture for Cementitious Materials,” Cement and Concrete Research, V. 35, No. 3, 2005, pp. 445-448. doi: 10.1016/j.cemconres.2004.07.00910.1016/j.cemconres.2004.07.009 ↗
30. Yoo, D. Y.; Banthia, N.; and Yoon, Y. S., “Effectiveness of Shrinkage-Reducing Admixture in Reducing Autogenous Shrinkage Stress of Ultra-High-Performance Fiber-Reinforced Concrete,” Cement and Concrete Composites, V. 64, 2015, pp. 27-36. doi: 10.1016/j.cemconcomp.2015.09.00510.1016/j.cemconcomp.2015.09.005 ↗
31. Liu, J.; Farzadnia, N.; Shi, C.; and Ma, X., “Shrinkage and Strength Development of UHSC Incorporating a Hybrid System of SAP and SRA,” Cement and Concrete Composites, V. 97, 2019, pp. 175-189. doi: 10.1016/j.cemconcomp.2018.12.02910.1016/j.cemconcomp.2018.12.029 ↗
32. Zhang, W.; Lin, H.; Xue, M.; Wang, S.; Ran, J.; Su, F.; and Zhu, J., “Influence of Shrinkage Reducing Admixtures on the Performance of Cementitious Composites: A Review,” Construction and Building Materials, V. 325, 2022, p. 126579. doi: 10.1016/j.conbuildmat.2022.12657910.1016/j.conbuildmat.2022.126579 ↗
33. Cheng, S.; Wu, Z.; Wu, Q.; Chen, X.; and Tu, Y., “Mitigation on the Shrinkage Properties of Ultra-High Strength Concrete via Using Porous Coral Sand and Shrinkage Reducing Agent,” Journal of Building Engineering, V. 57, 2022, p. 104861. doi: 10.1016/j.jobe.2022.10486110.1016/j.jobe.2022.104861 ↗
34. Meng, W.; Valipour, M.; and Khayat, K. H., “Optimization and Performance of Cost-Effective Ultra-High-Performance Concrete,” Materials and Structures, V. 50, No. 1, 2017, pp. 1-16. doi: 10.1617/s11527-016-0896-310.1617/s11527-016-0896-3 ↗
35. Teng, L.; Huang, H.; Du, J.; and Khayat, K. H., “Prediction of Fiber Orientation and Flexural Performance of UHPC Based on Suspending Mortar Rheology and Casting Method,” Cement and Concrete Composites, V. 122, 2021, p. 104142. doi: 10.1016/j.cemconcomp.2021.10414210.1016/j.cemconcomp.2021.104142 ↗
36. Teng, L.; Zhu, J.; Khayat, K. H.; and Liu, J., “Effect of Welan Gum and Nanoclay on Thixotropy of UHPC,” Cement and Concrete Research, V. 138, 2020, p. 106238. doi: 10.1016/j.cemconres.2020.10623810.1016/j.cemconres.2020.106238 ↗
37. Scrivener, K.; Snellings, R.; and Lothenbach, B., A Practical Guide to Microstructural Analysis of Cementitious Materials, CRC Press, Boca Raton, FL, 2016.
38. Huang, H.; Teng, L.; Gao, X.; Khayat, K. H.; Wang, F.; and Liu, Z., “Effect of Carbon Nanotube and Graphite Nanoplatelet on Composition, Structure, and Nano-Mechanical Properties of C-S-H in UHPC,” Cement and Concrete Research, V. 154, 2022, p. 106713. doi: 10.1016/j.cemconres.2022.10671310.1016/j.cemconres.2022.106713 ↗
39. Pi, Z.; Xiao, H.; Liu, R.; Liu, M.; and Li, H., “Effects of Brass Coating and Nano-SiO2 Coating on Steel Fiber-Matrix Interfacial Properties of Cement-Based Composite,” Composites Part B: Engineering, V. 189, 2020, p. 107904. doi: 10.1016/j.compositesb.2020.10790410.1016/j.compositesb.2020.107904 ↗
40. Huang, H.; Teng, L.; Khayat, K. H.; Gao, X.; Wang, F.; and Liu, Z., “For the Improvement of Mechanical and Microstructural Properties of UHPC with Fiber Alignment Using Carbon Nanotube and Graphite Nanoplatelet,” Cement and Concrete Composites, V. 129, 2022, p. 104462. doi: 10.1016/j.cemconcomp.2022.10446210.1016/j.cemconcomp.2022.104462 ↗
41. Huang, H.; Teng, L.; Gao, X.; Khayat, K. H.; and Wang, F., “Use of Saturated Lightweight Sand to Improve the Mechanical and Microstructural Properties of UHPC with Fiber Alignment,” Cement and Concrete Composites, V. 129, 2022, p. 104513. doi: 10.1016/j.cemconcomp.2022.10451310.1016/j.cemconcomp.2022.104513 ↗
42. Lu, J.; Shen, P.; Ali, H. A.; and Poon, C. S., “Mix Design and Performance of Lightweight Ultra High-Performance Concrete,” Materials and Design, V. 216, 2022, p. 110553. doi: 10.1016/j.matdes.2022.11055310.1016/j.matdes.2022.110553 ↗
43. Deboucha, W.; Leklou, N.; Khelidj, A.; and Oudjit, M. N., “Hydration Development of Mineral Additives Blended Cement Using Thermogravimetric Analysis (TGA): Methodology of Calculating the Degree of Hydration,” Construction and Building Materials, V. 146, 2017, pp. 687-701. doi: 10.1016/j.conbuildmat.2017.04.13210.1016/j.conbuildmat.2017.04.132 ↗
44. Lothenbach, B.; Durdziński, P.; and De Weerdt, K., “Thermogravimetric Analysis,” A Practical Guide to Microstructural Analysis of Cementitious Materials, first edition, K. Scrivener, R. Snellings, and B. Lothenbach, eds., CRC Press, Boca Raton, FL, 2016, pp. 177-211.
45. Liao, W.; Sun, X.; Kumar, A.; Sun, H.; and Ma, H., “Hydration of Binary Portland Cement Blends Containing Silica Fume: A Decoupling Method to Estimate Degrees of Hydration and Pozzolanic Reaction,” Frontiers in Materials, V. 6, 2019, p. 78. doi: 10.3389/fmats.2019.0007810.3389/fmats.2019.00078 ↗
46. Adu-Amankwah, S.; Zajac, M.; Stabler, C.; Lothenbach, B.; and Black, L., “Influence of Limestone on the Hydration of Ternary Slag Cements,” Cement and Concrete Research, V. 100, 2017, pp. 96-109. doi: 10.1016/j.cemconres.2017.05.01310.1016/j.cemconres.2017.05.013 ↗
47. Schöler, A.; Lothenbach, B.; Winnefeld, F.; and Zajac, M., “Hydration of Quaternary Portland Cement Blends Containing Blast-Furnace Slag, Siliceous Fly Ash and Limestone Powder,” Cement and Concrete Composites, V. 55, 2015, pp. 374-382. doi: 10.1016/j.cemconcomp.2014.10.00110.1016/j.cemconcomp.2014.10.001 ↗
48. Wu, Z.; Shi, C.; and Khayat, K. H., “Influence of Silica Fume Content on Microstructure Development and Bond to Steel Fiber in Ultra-High Strength Cement-Based Materials (UHSC),” Cement and Concrete Composites, V. 71, 2016, pp. 97-109. doi: 10.1016/j.cemconcomp.2016.05.00510.1016/j.cemconcomp.2016.05.005 ↗
49. Wu, Z.; Khayat, K. H.; and Shi, C., “Effect of Nano-SiO2 Particles and Curing Time on Development of Fiber-Matrix Bond Properties and Microstructure of Ultra-High Strength Concrete,” Cement and Concrete Research, V. 95, 2017, pp. 247-256. doi: 10.1016/j.cemconres.2017.02.03110.1016/j.cemconres.2017.02.031 ↗
50. Zeng, Q.; Li, K.; Fen-chong, T.; and Dangla, P., “Pore Structure Characterization of Cement Pastes Blended with High-Volume Fly-Ash,” Cement and Concrete Research, V. 42, No. 1, 2012, pp. 194-204. doi: 10.1016/j.cemconres.2011.09.01210.1016/j.cemconres.2011.09.012 ↗
51. Xie, T.; Fang, C.; and Mohamad, Ali, M. S.; andVisintin, P., “Characterizations of Autogenous and Drying Shrinkage of Ultra-High-Performance Concrete (UHPC): An Experimental Study,” Cement and Concrete Composites, V. 91, 2018, pp. 156-173. doi: 10.1016/j.cemconcomp.2018.05.00910.1016/j.cemconcomp.2018.05.009 ↗