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    Influence Factors and Evolution Process of Mechanical Behavior of Waterborne Polyurethane–Modified Concrete

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 005::page 04025109-1
    Author:
    Guoxi Fan
    ,
    Wantong Xiang
    ,
    Fei Sha
    ,
    Debin Wang
    ,
    Zhuoya Zhao
    ,
    Xiang Ji
    DOI: 10.1061/JMCEE7.MTENG-19841
    Publisher: American Society of Civil Engineers
    Abstract: Due to different degrees of microphase separation, functional groups and types of polyols, waterborne polyurethane exhibits different hydrophilicity and dispersibility. The mechanical behavior of waterborne polyurethane–modified concrete (WPUMC) under different waterborne polyurethane (WPU) types, polymer–cement ratios and curing systems were investigated. Research results indicated that the compressive strength of WPUMC I (modified by polyether–polyester hybrid WPU) under different polymer–cement ratios is 7.14%–17.56% and 1.64%–6.32% higher than that of WPUMC II (modified by polyether WPU) and WPUMC III (modified by polyester WPU), while the splitting tensile strength of WPUMC I is 12.92%–21.88% and 2.63%–7.79% higher than that of WPUMC II and WPUMC III, respectively. In addition, the compressive and tensile strength of WPUMC first increase and then decrease with the increase of polymer–cement ratio. Therefore, using strength as the control criterion, the optimal WPU can be determined as polyether–polyester hybrid WPU, while the optimal polymer–cement ratio for WPUMC I is 0.004. Test results of microstructure indicated that, compared with OPC, the critical and threshold apertures of WPUMC I with different polymer–cement ratios are reduced by 33.8%–69.0% and 50.6%–90.5%, respectively. Consequently, the micropores can be filled effectively by adding an appropriate amount of WPU, thus increasing the compressive and tensile strength of concrete. Similarly, the optimal curing system for WPUMC I could be determined as 7d standard–21d indoor natural drying curing, which can provide a reference for the selection of curing system for WPUMC I. Finally, based on damage mechanics and equivalent strain hypothesis, the calculation methods for key mechanical parameters and the stress-strain constitutive relationship of WPUMC I under uniaxial compression were proposed. The proposed constitutive relationship is crucial for the performance design of WPUMC I structures, which can provide a theoretical basis for the structural design and numerical analysis of WPUMC I. Considering the better environmental friendliness of WPU, it will help to further expand the application of WPUMC I.
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      Influence Factors and Evolution Process of Mechanical Behavior of Waterborne Polyurethane–Modified Concrete

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4307728
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    contributor authorGuoxi Fan
    contributor authorWantong Xiang
    contributor authorFei Sha
    contributor authorDebin Wang
    contributor authorZhuoya Zhao
    contributor authorXiang Ji
    date accessioned2025-08-17T22:58:55Z
    date available2025-08-17T22:58:55Z
    date copyright5/1/2025 12:00:00 AM
    date issued2025
    identifier otherJMCEE7.MTENG-19841.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307728
    description abstractDue to different degrees of microphase separation, functional groups and types of polyols, waterborne polyurethane exhibits different hydrophilicity and dispersibility. The mechanical behavior of waterborne polyurethane–modified concrete (WPUMC) under different waterborne polyurethane (WPU) types, polymer–cement ratios and curing systems were investigated. Research results indicated that the compressive strength of WPUMC I (modified by polyether–polyester hybrid WPU) under different polymer–cement ratios is 7.14%–17.56% and 1.64%–6.32% higher than that of WPUMC II (modified by polyether WPU) and WPUMC III (modified by polyester WPU), while the splitting tensile strength of WPUMC I is 12.92%–21.88% and 2.63%–7.79% higher than that of WPUMC II and WPUMC III, respectively. In addition, the compressive and tensile strength of WPUMC first increase and then decrease with the increase of polymer–cement ratio. Therefore, using strength as the control criterion, the optimal WPU can be determined as polyether–polyester hybrid WPU, while the optimal polymer–cement ratio for WPUMC I is 0.004. Test results of microstructure indicated that, compared with OPC, the critical and threshold apertures of WPUMC I with different polymer–cement ratios are reduced by 33.8%–69.0% and 50.6%–90.5%, respectively. Consequently, the micropores can be filled effectively by adding an appropriate amount of WPU, thus increasing the compressive and tensile strength of concrete. Similarly, the optimal curing system for WPUMC I could be determined as 7d standard–21d indoor natural drying curing, which can provide a reference for the selection of curing system for WPUMC I. Finally, based on damage mechanics and equivalent strain hypothesis, the calculation methods for key mechanical parameters and the stress-strain constitutive relationship of WPUMC I under uniaxial compression were proposed. The proposed constitutive relationship is crucial for the performance design of WPUMC I structures, which can provide a theoretical basis for the structural design and numerical analysis of WPUMC I. Considering the better environmental friendliness of WPU, it will help to further expand the application of WPUMC I.
    publisherAmerican Society of Civil Engineers
    titleInfluence Factors and Evolution Process of Mechanical Behavior of Waterborne Polyurethane–Modified Concrete
    typeJournal Article
    journal volume37
    journal issue5
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-19841
    journal fristpage04025109-1
    journal lastpage04025109-14
    page14
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 005
    contenttypeFulltext
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