Multi-scale study on interfacial bond failure between normal concrete (NC) and ultra-high performance concrete (UHPC)
It is a promising way to strengthen and repair the damaged normal concrete (NC) structure with ultra-high performance concrete (UHPC), and the interfacial performance between NC and UHPC is a critical issue. This paper aims to reveal the debonding failure performance between UHPC (repair material) a...
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| Published in | Journal of Building Engineering Vol. 57; p. 104808 |
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| Main Authors | , , , , |
| Format | Journal Article |
| Language | English |
| Published |
Elsevier Ltd
01.10.2022
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| Subjects | |
| Online Access | Get full text |
| ISSN | 2352-7102 2352-7102 |
| DOI | 10.1016/j.jobe.2022.104808 |
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| Abstract | It is a promising way to strengthen and repair the damaged normal concrete (NC) structure with ultra-high performance concrete (UHPC), and the interfacial performance between NC and UHPC is a critical issue. This paper aims to reveal the debonding failure performance between UHPC (repair material) and NC (substrate material) under tensile loading and shear loading. A multi-scale analysis method is established to simulate the mechanical behavior of the NC-UHPC interface, considering the complex interface geometry on the meso-scale. The failure of NC matrix is described by the elastic-plastic damage model in form of coupled gradient-enhanced damage evolution, the interface is represented by the cohesive zone model (CZM), and the UHPC is characterized by the second-order mean-field homogenization (MFH) method. After extracting the roughness characteristic parameters of the tested interfaces, the representative volume element (RVE) corresponding to the roughness is established, the load transfer and the debonding failure behavior are investigated, and the effective traction-separation law (TSL) is obtained. Finally, the tensile and the shear separation mechanisms of the NC-UHPC interface are revealed, and the effects of the roughness and strength of the interface on the macro shear and tensile strength are evaluated. Both the interface roughness and the substrate concrete strength have positive effects on the mechanical properties of the interface.
•A multi-scale analysis method for debonding behavior of NC-UHPC interface is proposed.•A numerical homogenization scheme is applied to predict the NC-UHPC interface performance.•The failure mechanism of NC-UHPC interface under tensile and shear loads is revealed. |
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| AbstractList | It is a promising way to strengthen and repair the damaged normal concrete (NC) structure with ultra-high performance concrete (UHPC), and the interfacial performance between NC and UHPC is a critical issue. This paper aims to reveal the debonding failure performance between UHPC (repair material) and NC (substrate material) under tensile loading and shear loading. A multi-scale analysis method is established to simulate the mechanical behavior of the NC-UHPC interface, considering the complex interface geometry on the meso-scale. The failure of NC matrix is described by the elastic-plastic damage model in form of coupled gradient-enhanced damage evolution, the interface is represented by the cohesive zone model (CZM), and the UHPC is characterized by the second-order mean-field homogenization (MFH) method. After extracting the roughness characteristic parameters of the tested interfaces, the representative volume element (RVE) corresponding to the roughness is established, the load transfer and the debonding failure behavior are investigated, and the effective traction-separation law (TSL) is obtained. Finally, the tensile and the shear separation mechanisms of the NC-UHPC interface are revealed, and the effects of the roughness and strength of the interface on the macro shear and tensile strength are evaluated. Both the interface roughness and the substrate concrete strength have positive effects on the mechanical properties of the interface.
•A multi-scale analysis method for debonding behavior of NC-UHPC interface is proposed.•A numerical homogenization scheme is applied to predict the NC-UHPC interface performance.•The failure mechanism of NC-UHPC interface under tensile and shear loads is revealed. |
| ArticleNumber | 104808 |
| Author | Zhang, Boshan Yu, Jiangjiang Liu, Hang Li, Heng Chen, Weizhen |
| Author_xml | – sequence: 1 givenname: Jiangjiang surname: Yu fullname: Yu, Jiangjiang organization: Department of Bridge Engineering, Tongji University, Shanghai, China – sequence: 2 givenname: Boshan orcidid: 0000-0002-0132-589X surname: Zhang fullname: Zhang, Boshan email: zhangboshan@tongji.edu.cn organization: Department of Bridge Engineering, Tongji University, Shanghai, China – sequence: 3 givenname: Weizhen surname: Chen fullname: Chen, Weizhen email: 86039@tongji.edu.cn organization: Department of Bridge Engineering, Tongji University, Shanghai, China – sequence: 4 givenname: Hang surname: Liu fullname: Liu, Hang organization: Shandong Hi-speed Company Limited, Jinan, China – sequence: 5 givenname: Heng orcidid: 0000-0002-3187-9041 surname: Li fullname: Li, Heng organization: Department of Building and Real Estate, Hong Kong Polytechnic University, Kowloon, Hong Kong |
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| CitedBy_id | crossref_primary_10_1016_j_engfracmech_2024_109897 crossref_primary_10_3390_buildings13040950 crossref_primary_10_1007_s41024_024_00539_8 crossref_primary_10_1016_j_compstruct_2024_118388 crossref_primary_10_3390_ma17123032 crossref_primary_10_1177_13694332231192787 crossref_primary_10_1177_13694332251321205 crossref_primary_10_3390_ma16103625 crossref_primary_10_1002_eng2_12780 crossref_primary_10_3390_ma16072708 crossref_primary_10_1016_j_compstruct_2022_116595 crossref_primary_10_3390_ma16010296 crossref_primary_10_3390_buildings14113684 |
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| Keywords | Debonding behavior Multi-scale homogenization Damage characteristics Traction-separation law NC-UHPC interface |
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