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    Experimental Investigation on Concrete Using Corn Stalk and Magnesium Phosphate Cement under Compaction Forming Technology

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 012
    Author:
    Lei Lang
    ,
    Haijuan Duan
    ,
    Bing Chen
    DOI: 10.1061/(ASCE)MT.1943-5533.0003487
    Publisher: ASCE
    Abstract: Agricultural by-products are increasingly used in the production of bio-based concrete. Compaction forming technology was used in this study to develop a sustainable biocomposite made from corn stalk (CS) and magnesium phosphate cement (MPC). The goal was to experimentally evaluate the effect of forming pressure (FP), CS content, and fly ash (FA) content on the apparent density, compressive strength, and thermal conductivity of CS-MPC biocomposite (CMB). Furthermore, the microstructure changes of typical CMB samples were analyzed by conducting scanning electron microscopy (SEM) tests. The results indicated that the apparent density and thermal conductivity of CMB were less influenced by the FP, while the compressive strength can be effectively improved by increasing FP. The increase of CS content from 25% to 45% led to a 47% reduction in thermal conductivity and a significant decrease of compressive strength. The inclusion of FA had little influence on the apparent density, but resulted in 9.48% reduction in thermal conductivity by adding 20% FA. The optimum FA content of 10% was recommended as MPC admixture, which can increase compressive strength of CMB by 4.17%. The linear empirical model for predicting thermal conductivity by apparent density was established. The microstructure changes inside CMB showed the bonding properties between MPC and CS, and the corresponding micromechanisms were analyzed. The findings provide a basic theory for using CMB as thermal insulation material in buildings.
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      Experimental Investigation on Concrete Using Corn Stalk and Magnesium Phosphate Cement under Compaction Forming Technology

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4267418
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    contributor authorLei Lang
    contributor authorHaijuan Duan
    contributor authorBing Chen
    date accessioned2022-01-30T20:57:45Z
    date available2022-01-30T20:57:45Z
    date issued12/1/2020 12:00:00 AM
    identifier other%28ASCE%29MT.1943-5533.0003487.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4267418
    description abstractAgricultural by-products are increasingly used in the production of bio-based concrete. Compaction forming technology was used in this study to develop a sustainable biocomposite made from corn stalk (CS) and magnesium phosphate cement (MPC). The goal was to experimentally evaluate the effect of forming pressure (FP), CS content, and fly ash (FA) content on the apparent density, compressive strength, and thermal conductivity of CS-MPC biocomposite (CMB). Furthermore, the microstructure changes of typical CMB samples were analyzed by conducting scanning electron microscopy (SEM) tests. The results indicated that the apparent density and thermal conductivity of CMB were less influenced by the FP, while the compressive strength can be effectively improved by increasing FP. The increase of CS content from 25% to 45% led to a 47% reduction in thermal conductivity and a significant decrease of compressive strength. The inclusion of FA had little influence on the apparent density, but resulted in 9.48% reduction in thermal conductivity by adding 20% FA. The optimum FA content of 10% was recommended as MPC admixture, which can increase compressive strength of CMB by 4.17%. The linear empirical model for predicting thermal conductivity by apparent density was established. The microstructure changes inside CMB showed the bonding properties between MPC and CS, and the corresponding micromechanisms were analyzed. The findings provide a basic theory for using CMB as thermal insulation material in buildings.
    publisherASCE
    titleExperimental Investigation on Concrete Using Corn Stalk and Magnesium Phosphate Cement under Compaction Forming Technology
    typeJournal Paper
    journal volume32
    journal issue12
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0003487
    page11
    treeJournal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 012
    contenttypeFulltext
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