Finite element analysis of the shear performance of box-groove interface of ultra-high-performance concrete (UHPC)-normal strength concrete (NSC) composite girder
Ultra-high-performance concrete (UHPC) has been widely used in hybrid structures with normal strength concrete (NSC) due to the high performance of UHPC. However, there is limited knowledge on interface shear performance between UHPC and NSC. This study proposed a shear strength model for a long-spa...
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Published in | Innovative infrastructure solutions : the official journal of the Soil-Structure Interaction Group in Egypt (SSIGE) Vol. 7; no. 3 |
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Main Authors | , , |
Format | Journal Article |
Language | English |
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Springer International Publishing
01.06.2022
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Abstract | Ultra-high-performance concrete (UHPC) has been widely used in hybrid structures with normal strength concrete (NSC) due to the high performance of UHPC. However, there is limited knowledge on interface shear performance between UHPC and NSC. This study proposed a shear strength model for a long-span UHPC-NSC composite girder with a groove interface. A finite element model of the UHPC-NSC interfaces was established. The interface shear performance of precast NSC and cast-in-place UHPC with different interfaces, including the box groove, were numerically analyzed and validated by experimental data obtained from a push-off test. The numerical analysis indicates that the reinforcement across the UHPC-NSC interface could effectively improve the ultimate shear resistance of the interface with the groove surface. The eccentric loading distance slightly decreases the ultimate shear resistance. The AFGC-2013 recommendations provide better prediction accuracy than the ACI 318-14 and AASHTO LRFD. |
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AbstractList | Ultra-high-performance concrete (UHPC) has been widely used in hybrid structures with normal strength concrete (NSC) due to the high performance of UHPC. However, there is limited knowledge on interface shear performance between UHPC and NSC. This study proposed a shear strength model for a long-span UHPC-NSC composite girder with a groove interface. A finite element model of the UHPC-NSC interfaces was established. The interface shear performance of precast NSC and cast-in-place UHPC with different interfaces, including the box groove, were numerically analyzed and validated by experimental data obtained from a push-off test. The numerical analysis indicates that the reinforcement across the UHPC-NSC interface could effectively improve the ultimate shear resistance of the interface with the groove surface. The eccentric loading distance slightly decreases the ultimate shear resistance. The AFGC-2013 recommendations provide better prediction accuracy than the ACI 318-14 and AASHTO LRFD. |
ArticleNumber | 212 |
Author | Farouk, Abdulwarith Ibrahim Bibi Zhu, Jinsong Yuhui, Gu |
Author_xml | – sequence: 1 givenname: Abdulwarith Ibrahim Bibi surname: Farouk fullname: Farouk, Abdulwarith Ibrahim Bibi organization: School of Civil Engineering, Tianjin University – sequence: 2 givenname: Jinsong orcidid: 0000-0001-9003-0040 surname: Zhu fullname: Zhu, Jinsong email: jszhu@tju.edu.cn organization: School of Civil Engineering, Tianjin University, Key Laboratory of Coast Civil Structure Safety of Ministry of Education, Tianjin University – sequence: 3 givenname: Gu surname: Yuhui fullname: Yuhui, Gu organization: Hebei Xiong’an Rongwu Expressway Co., Ltd |
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CitedBy_id | crossref_primary_10_1002_suco_202401362 crossref_primary_10_1016_j_istruc_2025_108282 crossref_primary_10_1016_j_cscm_2023_e02096 crossref_primary_10_1016_j_jobe_2023_106074 crossref_primary_10_1186_s40069_023_00654_9 crossref_primary_10_3846_jcem_2024_21348 crossref_primary_10_1016_j_istruc_2023_02_040 crossref_primary_10_3390_polym15204114 crossref_primary_10_1016_j_istruc_2023_105628 crossref_primary_10_1016_j_conbuildmat_2022_128360 crossref_primary_10_1016_j_istruc_2024_106556 crossref_primary_10_1016_j_cscm_2022_e01288 crossref_primary_10_1016_j_asej_2024_102713 |
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Keywords | Finite element analysis Long-span UHPC-NSC composite girder Adhesion Interface shear strength Push-off test |
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Snippet | Ultra-high-performance concrete (UHPC) has been widely used in hybrid structures with normal strength concrete (NSC) due to the high performance of UHPC.... |
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Title | Finite element analysis of the shear performance of box-groove interface of ultra-high-performance concrete (UHPC)-normal strength concrete (NSC) composite girder |
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