Behavior of Cement Mortar with the Addition of Coconut Fibers

Q4 Social Sciences
Andressa Ponse Santos, Matheus Rodrigues Pereira Do Nascimento, Christian Souza Barboza, Agleison Ramos Omido
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 Theoretical framework: In recent years, there has been a comprehensive approach towards incorporating natural fibers as reinforcing elements in cementitious composites. This approach is motivated by the availability of these fibers, the reduced costs involved and the positive effects in mitigating the environmental impacts caused by the use of polymeric fibers from non-renewable sources. However, increasing the proportions of these elements in mortars, for example, does not always result in improvements to the integrity of the material produced.
 
 Method: The initial phase was directed to the literature review focused on studies that explored the behavior of cement mortars with vegetable fibers. Next, the process of mechanical extraction and treatment of coconut fibers was carried out, aiming for the subsequent characterization of the materials. A dosage study was carried out using a 1:3 mixture (cement:sand) using percentages of 3%, 5% and 7% of coconut fibers, based on the total volume of the composite. Based on the preliminary study, the mix with 5% addition of coconut fibers was selected due to its superior performance. To evaluate the material with the defined percentage of FC, tests were carried out covering physical indices and mechanical resistance in the fresh and hardened state. Parameters such as consistency index, compressive strength, tensile strength, water absorption, void index and specific mass were analyzed.
 
 Results and conclusion: The results indicate that the addition of 5% by volume has a positive impact on increasing the tensile strength of mortars from 1.83 MPa (without fibers) to 2.36 MPa (with fibers). However, this addition does not have a favorable influence on other mechanical properties, such as compressive strength, although it does not cause significant harm to its applicability.
 
 Research implications: Composites with vegetable fibers offer the possibility of combining traditional construction techniques with unconventional elements, using the reuse of waste.
 
 Originality/value: The contribution to the evaluation of the behavior and adaptation of this material, in order to make it economically viable and durable.","PeriodicalId":38210,"journal":{"name":"Revista de Gestao Social e Ambiental","volume":"397 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2023-10-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Revista de Gestao Social e Ambiental","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.24857/rgsa.v17n10-049","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"Social Sciences","Score":null,"Total":0}
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Abstract

Purpose: Analyze the physical and mechanical parameters of cement mortar with the addition of coconut fibers (FC). Theoretical framework: In recent years, there has been a comprehensive approach towards incorporating natural fibers as reinforcing elements in cementitious composites. This approach is motivated by the availability of these fibers, the reduced costs involved and the positive effects in mitigating the environmental impacts caused by the use of polymeric fibers from non-renewable sources. However, increasing the proportions of these elements in mortars, for example, does not always result in improvements to the integrity of the material produced. Method: The initial phase was directed to the literature review focused on studies that explored the behavior of cement mortars with vegetable fibers. Next, the process of mechanical extraction and treatment of coconut fibers was carried out, aiming for the subsequent characterization of the materials. A dosage study was carried out using a 1:3 mixture (cement:sand) using percentages of 3%, 5% and 7% of coconut fibers, based on the total volume of the composite. Based on the preliminary study, the mix with 5% addition of coconut fibers was selected due to its superior performance. To evaluate the material with the defined percentage of FC, tests were carried out covering physical indices and mechanical resistance in the fresh and hardened state. Parameters such as consistency index, compressive strength, tensile strength, water absorption, void index and specific mass were analyzed. Results and conclusion: The results indicate that the addition of 5% by volume has a positive impact on increasing the tensile strength of mortars from 1.83 MPa (without fibers) to 2.36 MPa (with fibers). However, this addition does not have a favorable influence on other mechanical properties, such as compressive strength, although it does not cause significant harm to its applicability. Research implications: Composites with vegetable fibers offer the possibility of combining traditional construction techniques with unconventional elements, using the reuse of waste. Originality/value: The contribution to the evaluation of the behavior and adaptation of this material, in order to make it economically viable and durable.
椰子纤维对水泥砂浆性能的影响
目的:分析添加椰子纤维(FC)后水泥砂浆的物理力学参数。 & # x0D;理论框架:近年来,在胶凝复合材料中加入天然纤维作为增强元素已经有了一个全面的方法。这种方法的动机是这些纤维的可用性,所涉及的成本降低以及在减轻使用不可再生来源的聚合物纤维对环境造成的影响方面的积极影响。然而,例如,增加砂浆中这些元素的比例并不一定会改善所生产材料的完整性。 & # x0D;方法:最初阶段是针对文献综述,重点研究了植物纤维水泥砂浆的性能。接下来,对椰子纤维进行机械提取和处理,为后续材料的表征做准备。用量研究采用1:3的混合物(水泥:沙子),根据复合材料的总体体积,分别使用椰子纤维的3%、5%和7%的百分比。在初步研究的基础上,选择了添加5%椰子纤维的混合料,其性能优越。为了评价具有确定FC百分比的材料,在新鲜和硬化状态下进行了物理指标和机械阻力测试。分析了稠度指数、抗压强度、抗拉强度、吸水率、孔隙指数、比质量等参数。 & # x0D;结果与结论:结果表明,体积比为5%的掺量对砂浆的抗拉强度有正向影响,砂浆的抗拉强度从1.83 MPa(无纤维)提高到2.36 MPa(有纤维)。然而,这种添加对其他力学性能(如抗压强度)没有有利的影响,尽管它不会对其适用性造成重大损害。 & # x0D;研究意义:植物纤维复合材料提供了将传统建筑技术与非常规元素相结合的可能性,利用废物的再利用。 & # x0D;原创性/价值:对该材料的行为和适应性的评估做出贡献,以使其在经济上可行和耐用。
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来源期刊
Revista de Gestao Social e Ambiental
Revista de Gestao Social e Ambiental Social Sciences-Geography, Planning and Development
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