Experimental Study on Bond Performance of NC-UHPC Interfaces with Different Roughness and Substrate Strength
This paper investigates the bond failure performance between precast normal concrete (NC) and cast-in situ ultra-high performance concrete (UHPC), emphasizing the influence of interfacial roughness. The interfacial bonding behavior under tension and under shear was investigated based on 72 groups of...
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| Published in | Materials Vol. 16; no. 7; p. 2708 |
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| Main Authors | , , , , , |
| Format | Journal Article |
| Language | English |
| Published |
Switzerland
MDPI AG
28.03.2023
MDPI |
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| Online Access | Get full text |
| ISSN | 1996-1944 1996-1944 |
| DOI | 10.3390/ma16072708 |
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| Abstract | This paper investigates the bond failure performance between precast normal concrete (NC) and cast-in situ ultra-high performance concrete (UHPC), emphasizing the influence of interfacial roughness. The interfacial bonding behavior under tension and under shear was investigated based on 72 groups of pull-off tests and 36 groups of bi-shear tests, considering six different interface treatment methods and two different NC strength levels. The results demonstrate that certain interfacial roughness is essential to gain a reliable bond connection between NC and UHPC. Its enhancement on the tensile bond performance could be described by the positive linear relationship between the mean roughness and the pull-off strength. However, further research is required to determine the characterization method of its influence on the shear bond performance. The higher strength of the base concrete is beneficial to the bond performance. Though this effect is evident in the pull-off tests under tension, the influence on the shear interfacial performance could be offset by that of the interface morphology in the case with high interfacial roughness. |
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| AbstractList | This paper investigates the bond failure performance between precast normal concrete (NC) and cast-in situ ultra-high performance concrete (UHPC), emphasizing the influence of interfacial roughness. The interfacial bonding behavior under tension and under shear was investigated based on 72 groups of pull-off tests and 36 groups of bi-shear tests, considering six different interface treatment methods and two different NC strength levels. The results demonstrate that certain interfacial roughness is essential to gain a reliable bond connection between NC and UHPC. Its enhancement on the tensile bond performance could be described by the positive linear relationship between the mean roughness and the pull-off strength. However, further research is required to determine the characterization method of its influence on the shear bond performance. The higher strength of the base concrete is beneficial to the bond performance. Though this effect is evident in the pull-off tests under tension, the influence on the shear interfacial performance could be offset by that of the interface morphology in the case with high interfacial roughness.This paper investigates the bond failure performance between precast normal concrete (NC) and cast-in situ ultra-high performance concrete (UHPC), emphasizing the influence of interfacial roughness. The interfacial bonding behavior under tension and under shear was investigated based on 72 groups of pull-off tests and 36 groups of bi-shear tests, considering six different interface treatment methods and two different NC strength levels. The results demonstrate that certain interfacial roughness is essential to gain a reliable bond connection between NC and UHPC. Its enhancement on the tensile bond performance could be described by the positive linear relationship between the mean roughness and the pull-off strength. However, further research is required to determine the characterization method of its influence on the shear bond performance. The higher strength of the base concrete is beneficial to the bond performance. Though this effect is evident in the pull-off tests under tension, the influence on the shear interfacial performance could be offset by that of the interface morphology in the case with high interfacial roughness. This paper investigates the bond failure performance between precast normal concrete (NC) and cast-in situ ultra-high performance concrete (UHPC), emphasizing the influence of interfacial roughness. The interfacial bonding behavior under tension and under shear was investigated based on 72 groups of pull-off tests and 36 groups of bi-shear tests, considering six different interface treatment methods and two different NC strength levels. The results demonstrate that certain interfacial roughness is essential to gain a reliable bond connection between NC and UHPC. Its enhancement on the tensile bond performance could be described by the positive linear relationship between the mean roughness and the pull-off strength. However, further research is required to determine the characterization method of its influence on the shear bond performance. The higher strength of the base concrete is beneficial to the bond performance. Though this effect is evident in the pull-off tests under tension, the influence on the shear interfacial performance could be offset by that of the interface morphology in the case with high interfacial roughness. |
| Audience | Academic |
| Author | Zhang, Boshan Yu, Jiangjiang Liu, Hang Li, Heng Guo, Hong Chen, Weizhen |
| AuthorAffiliation | 3 Shandong Hi-Speed Company Limited, Jinan 250014, China 2 Department of Building and Real Estate, Hong Kong Polytechnic University, Hong Kong 100872, China 1 Department of Bridge Engineering, Tongji University, Shanghai 200092, China |
| AuthorAffiliation_xml | – name: 2 Department of Building and Real Estate, Hong Kong Polytechnic University, Hong Kong 100872, China – name: 1 Department of Bridge Engineering, Tongji University, Shanghai 200092, China – name: 3 Shandong Hi-Speed Company Limited, Jinan 250014, China |
| Author_xml | – sequence: 1 givenname: Boshan orcidid: 0000-0002-0132-589X surname: Zhang fullname: Zhang, Boshan – sequence: 2 givenname: Jiangjiang surname: Yu fullname: Yu, Jiangjiang – sequence: 3 givenname: Weizhen surname: Chen fullname: Chen, Weizhen – sequence: 4 givenname: Hang surname: Liu fullname: Liu, Hang – sequence: 5 givenname: Heng orcidid: 0000-0002-3187-9041 surname: Li fullname: Li, Heng – sequence: 6 givenname: Hong surname: Guo fullname: Guo, Hong |
| BackLink | https://www.ncbi.nlm.nih.gov/pubmed/37049000$$D View this record in MEDLINE/PubMed |
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| CitedBy_id | crossref_primary_10_1016_j_engfailanal_2024_108675 crossref_primary_10_1016_j_engstruct_2025_119891 crossref_primary_10_1080_14680629_2024_2412087 crossref_primary_10_1016_j_cscm_2025_e04552 crossref_primary_10_3390_ma16216999 crossref_primary_10_1016_j_compstruct_2024_118388 crossref_primary_10_1177_13694332251321205 crossref_primary_10_1016_j_conbuildmat_2024_137701 crossref_primary_10_3390_ma16206693 crossref_primary_10_1016_j_istruc_2024_106375 crossref_primary_10_1016_j_conbuildmat_2025_139952 crossref_primary_10_3390_ma16165586 crossref_primary_10_46604_aiti_2024_13533 |
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| Keywords | interfacial roughness ultra-high performance concrete normal concrete interfacial bonding performance failure evolution |
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| Snippet | This paper investigates the bond failure performance between precast normal concrete (NC) and cast-in situ ultra-high performance concrete (UHPC), emphasizing... |
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| SubjectTerms | Concrete Influence Interfaces Interfacial bonding Methods Microscopy Morphology Precast concrete Pull off tests Reinforced concrete Roughness Shear strength Shear tests Substrates Tensile strength Ultra high performance concrete |
| Title | Experimental Study on Bond Performance of NC-UHPC Interfaces with Different Roughness and Substrate Strength |
| URI | https://www.ncbi.nlm.nih.gov/pubmed/37049000 https://www.proquest.com/docview/2799648045 https://www.proquest.com/docview/2800621888 https://pubmed.ncbi.nlm.nih.gov/PMC10095793 |
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