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    Evaluation of Tensile Strength and Fracture Toughness of Cement Mortar with Different Sand Fineness Moduli Based on Boundary Effect Model

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 009::page 04025288-1
    Author:
    Yang, Shutong
    ,
    Chen, Zhengyuan
    ,
    Chen, Houbin
    ,
    Lan, Tian
    DOI: 10.1061/JMCEE7.MTENG-19931
    Publisher: American Society of Civil Engineers
    Abstract: AbstractCement mortar has been widely used in civil engineering. However, inevitable cracking poses a significant threat to the performance of mortar. It is essential to evaluate its crack resistance accurately. As a critical factor affecting the ...
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      Evaluation of Tensile Strength and Fracture Toughness of Cement Mortar with Different Sand Fineness Moduli Based on Boundary Effect Model

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4312181
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    contributor authorYang, Shutong
    contributor authorChen, Zhengyuan
    contributor authorChen, Houbin
    contributor authorLan, Tian
    date accessioned2026-08-20T11:25:38Z
    date available2026-08-20T11:25:38Z
    date copyright2025/06/25
    date issued2025
    identifier otherJMCEE7.MTENG-19931.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312181
    description abstractAbstractCement mortar has been widely used in civil engineering. However, inevitable cracking poses a significant threat to the performance of mortar. It is essential to evaluate its crack resistance accurately. As a critical factor affecting the ...
    publisherAmerican Society of Civil Engineers
    titleEvaluation of Tensile Strength and Fracture Toughness of Cement Mortar with Different Sand Fineness Moduli Based on Boundary Effect Model
    typeJournal Article
    journal volume37
    journal issue9
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-19931
    journal fristpage04025288-1
    journal lastpage04025288-16
    page16
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 009
    contenttypeFulltext
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