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    Surface-Roughness-Induced Control of the Interfacial Failure Mode and Bonding Strength: Atomistic Case Study in an Asphalt–Aggregate System

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 012::page 04022334
    Author:
    Zhao Du
    ,
    Xingyi Zhu
    DOI: 10.1061/(ASCE)MT.1943-5533.0004507
    Publisher: ASCE
    Abstract: The surface roughness prior to adhesive bonding plays an important role in enhancing the durability of composite materials. To obtain deep insight into the effect of aggregate surface roughness on the interfacial properties of the asphalt–aggregate system, molecular dynamics simulations were carried out. Different surface nanostructure patterns, including groove, grid, and pillar, were generated with predefined roughness ratios in both acidic mineral (quartz) and weak alkali mineral (calcite) models. The influences of surface nanostructure on interfacial interaction energy, tensile bond strength, and the interlocking effect were investigated. In general, the van der Waals energy dominates the interaction energy between asphalt and aggregate surfaces at a low roughness ratio, whereas electrostatic interaction dominates the interaction energy in surfaces at a high roughness ratio because of the unsaturated atoms introduced by the surface nanostructure. Moreover, the presence of surface nanostructures results in the adsorption of more asphalt chains, strengthening the interlocking effect. By increasing surface roughness, the interfacial failure mode under tensile stress gradually transfers from adhesive failure to cohesive failure. In light of the aforementioned observation, a schematic illustration of the bond strength along with surface roughness was obtained.
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      Surface-Roughness-Induced Control of the Interfacial Failure Mode and Bonding Strength: Atomistic Case Study in an Asphalt–Aggregate System

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4289332
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    contributor authorZhao Du
    contributor authorXingyi Zhu
    date accessioned2023-04-07T00:35:10Z
    date available2023-04-07T00:35:10Z
    date issued2022/12/01
    identifier other%28ASCE%29MT.1943-5533.0004507.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4289332
    description abstractThe surface roughness prior to adhesive bonding plays an important role in enhancing the durability of composite materials. To obtain deep insight into the effect of aggregate surface roughness on the interfacial properties of the asphalt–aggregate system, molecular dynamics simulations were carried out. Different surface nanostructure patterns, including groove, grid, and pillar, were generated with predefined roughness ratios in both acidic mineral (quartz) and weak alkali mineral (calcite) models. The influences of surface nanostructure on interfacial interaction energy, tensile bond strength, and the interlocking effect were investigated. In general, the van der Waals energy dominates the interaction energy between asphalt and aggregate surfaces at a low roughness ratio, whereas electrostatic interaction dominates the interaction energy in surfaces at a high roughness ratio because of the unsaturated atoms introduced by the surface nanostructure. Moreover, the presence of surface nanostructures results in the adsorption of more asphalt chains, strengthening the interlocking effect. By increasing surface roughness, the interfacial failure mode under tensile stress gradually transfers from adhesive failure to cohesive failure. In light of the aforementioned observation, a schematic illustration of the bond strength along with surface roughness was obtained.
    publisherASCE
    titleSurface-Roughness-Induced Control of the Interfacial Failure Mode and Bonding Strength: Atomistic Case Study in an Asphalt–Aggregate System
    typeJournal Article
    journal volume34
    journal issue12
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0004507
    journal fristpage04022334
    journal lastpage04022334_14
    page14
    treeJournal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 012
    contenttypeFulltext
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