Abstract
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Jinli Xie, Qianwei Xu, Linhai Lu, Chaojun Wu, Jiecheng Sun
Abstract
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Numerical study on responses of an existing metro line to staged deep excavations
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crossref
Confidence 100%
openalex
Confidence 95%
datacite
Confidence 0%
2025
Concrete-to-concrete bond strength. Influence of the roughness of the substrate surface
10.1016/j.conbuildmat.2004.04.023 · 2004
A novel roughness parameter for more precise estimation of the shear strength of concrete-to-concrete interfaces
10.1016/j.conbuildmat.2023.134146 · 2024
Correlation between concrete-to-concrete bond strength and the roughness of the substrate surface
10.1016/j.conbuildmat.2006.05.044 · 2007
Effect of surface preparation and bonding agent on the concrete-to-concrete interface strength
10.1016/j.conbuildmat.2012.07.028 · 2012
Interface shear behaviour between precast and new concrete in composite concrete members: effect of grooved surface roughness
10.1007/s12205-022-1173-3 · 2022
Study on flexural behavior of spliced shallow composite beams with different shear connectors
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Numerical study on flexural and bond-slip behaviours of GFRP profiled-concrete composite beams with groove shear connector
10.1016/j.engstruct.2022.115226 · 2023
Influence new-to-old concrete interface qualities on the behaviour of support zones of composite concrete beams
10.1016/j.conbuildmat.2011.04.045 · 2011
Determination of NSC-UHPC interface properties for numerical modeling of UHPC-strengthened concrete beams and slabs
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Behavior of steel–concrete partially composite beams with channel type shear connectors
10.1016/j.jcsr.2014.01.017 · 2014
Interfacial bond in concrete-to-concrete composites: A review
10.1016/j.conbuildmat.2022.129195 · 2022
A steel–concrete composite beam model with partial interaction including the shear deformability of the steel component
10.1016/j.engstruct.2007.02.007 · 2007
Partial interaction analysis with shear-lag effects of composite bridges: A finite element implementation for design applications
2011
Reliability-based design optimization of adhesive bonded steel–concrete composite beams with probabilistic and non-probabilistic uncertainties
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Unresolved referenced work
2015
Mesoscale models and uniaxial tensile numerical simulations of concrete considering material heterogeneity and spatial correlation
10.1016/j.conbuildmat.2021.125428 · 2021
Random field modelling of spatial variability in concrete—a review
10.1080/15732479.2023.2248102 · 2025
Modeling tensile failure of concrete considering multivariate correlated random fields of material parameters
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Spatial time-dependent reliability analysis of reinforced concrete slab bridges subject to realistic traffic loading
10.1080/15732479.2015.1086385 · 2016
Unresolved referenced work
2013
Research on shear cohesion parameters of prefabricated concrete interface after elevated temperature
2018
Spatial time-dependent reliability analysis of reinforced concrete slab bridges subject to realistic traffic loading
10.1080/15732479.2015.1086385 · doi-reference
Modeling tensile failure of concrete considering multivariate correlated random fields of material parameters
10.1016/j.probengmech.2023.103529 · doi-reference
Random field modelling of spatial variability in concrete—a review
10.1080/15732479.2023.2248102 · doi-reference
Mesoscale models and uniaxial tensile numerical simulations of concrete considering material heterogeneity and spatial correlation
10.1016/j.conbuildmat.2021.125428 · doi-reference
Reliability-based design optimization of adhesive bonded steel–concrete composite beams with probabilistic and non-probabilistic uncertainties
10.1016/j.engstruct.2011.02.040 · doi-reference
A steel–concrete composite beam model with partial interaction including the shear deformability of the steel component
10.1016/j.engstruct.2007.02.007 · doi-reference
Interfacial bond in concrete-to-concrete composites: A review
10.1016/j.conbuildmat.2022.129195 · doi-reference
Behavior of steel–concrete partially composite beams with channel type shear connectors
10.1016/j.jcsr.2014.01.017 · doi-reference
Determination of NSC-UHPC interface properties for numerical modeling of UHPC-strengthened concrete beams and slabs
10.1016/j.engstruct.2023.116385 · doi-reference
Influence new-to-old concrete interface qualities on the behaviour of support zones of composite concrete beams
10.1016/j.conbuildmat.2011.04.045 · doi-reference
Numerical study on flexural and bond-slip behaviours of GFRP profiled-concrete composite beams with groove shear connector
10.1016/j.engstruct.2022.115226 · doi-reference
Study on flexural behavior of spliced shallow composite beams with different shear connectors
10.1016/j.engstruct.2021.113816 · doi-reference
Interface shear behaviour between precast and new concrete in composite concrete members: effect of grooved surface roughness
10.1007/s12205-022-1173-3 · doi-reference
Effect of surface preparation and bonding agent on the concrete-to-concrete interface strength
10.1016/j.conbuildmat.2012.07.028 · doi-reference
Correlation between concrete-to-concrete bond strength and the roughness of the substrate surface
10.1016/j.conbuildmat.2006.05.044 · doi-reference
A novel roughness parameter for more precise estimation of the shear strength of concrete-to-concrete interfaces
10.1016/j.conbuildmat.2023.134146 · doi-reference
Concrete-to-concrete bond strength. Influence of the roughness of the substrate surface
10.1016/j.conbuildmat.2004.04.023 · doi-reference
Numerical and theoretical analysis on soil arching effect of prefabricated piles as deep foundation pit supports
10.1016/j.undsp.2023.09.011 · doi-reference
Experimental and simulation investigation on seismic performance and failure mechanism of a new-type middle slab joints in prefabricated assembled metro stations
10.1016/j.engfailanal.2025.109955 · doi-reference
Research on prefabricated metro station structure and key assembly technologies
10.1016/j.tust.2024.106029 · doi-reference
Numerical study on responses of an existing metro line to staged deep excavations
10.1016/j.tust.2018.12.005 · doi-reference