Flávia Maria Silva Brito, Bruna Lopes Alvarenga, Laércio Mesquita Júnior, L. Mendes, J. B. Guimarães Júnior
{"title":"用竹子颗粒增强的石膏基复合材料","authors":"Flávia Maria Silva Brito, Bruna Lopes Alvarenga, Laércio Mesquita Júnior, L. Mendes, J. B. Guimarães Júnior","doi":"10.18011/bioeng.2024.v18.1128","DOIUrl":null,"url":null,"abstract":"This study aimed to evaluate the quality of gypsum-based mineral composites reinforced with bamboo particles. The particles size was 1.68 mm and 0.841 mm. The density adopted for the composites was 0.80 g/cm³. The following weight replacement ratios were adopted: 0; 2.5; 5.0; 7.5 and 10.0%. The water/solid mass factor of the composite remained constant. For each treatment two slabs of composites were produced. Physical and mechanical properties were determined: humidity, apparent density, water absorption (2 and 24 hours), modulus of rupture, modulus of elasticity and compression. The results showed that the apparent density and moisture content of the composites were not influenced by the insertion of the bamboo particles, while the water absorption was significantly reduced. The addition of the bamboo reinforcement particles did not cause improvements in the MOR and MOE properties, but all the MOR values of the treatments reached the value established by EN 13279-2 (EN, 2004). Although all treatments have reached the minimum values stipulated by the standard for compressive strength, all values were reduced with the insertion of bamboo particles. In general, the Dendrocalamus giganteus can be used as reinforcement in gypsum composites, however new parameters should be tested, such as: particle size; increasing the proportions of particles, pre-treatment of particles, addition of other additives, such as superplasticizer to water to improve workability and even use more than one reinforcement to obtain composites with improved properties.\n ","PeriodicalId":32292,"journal":{"name":"Revista Brasileira de Engenharia de Biossistemas","volume":"26 38","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2024-06-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Gypsum-based composites reinforced with bamboo particles\",\"authors\":\"Flávia Maria Silva Brito, Bruna Lopes Alvarenga, Laércio Mesquita Júnior, L. Mendes, J. B. Guimarães Júnior\",\"doi\":\"10.18011/bioeng.2024.v18.1128\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"This study aimed to evaluate the quality of gypsum-based mineral composites reinforced with bamboo particles. The particles size was 1.68 mm and 0.841 mm. The density adopted for the composites was 0.80 g/cm³. The following weight replacement ratios were adopted: 0; 2.5; 5.0; 7.5 and 10.0%. The water/solid mass factor of the composite remained constant. For each treatment two slabs of composites were produced. Physical and mechanical properties were determined: humidity, apparent density, water absorption (2 and 24 hours), modulus of rupture, modulus of elasticity and compression. The results showed that the apparent density and moisture content of the composites were not influenced by the insertion of the bamboo particles, while the water absorption was significantly reduced. The addition of the bamboo reinforcement particles did not cause improvements in the MOR and MOE properties, but all the MOR values of the treatments reached the value established by EN 13279-2 (EN, 2004). Although all treatments have reached the minimum values stipulated by the standard for compressive strength, all values were reduced with the insertion of bamboo particles. In general, the Dendrocalamus giganteus can be used as reinforcement in gypsum composites, however new parameters should be tested, such as: particle size; increasing the proportions of particles, pre-treatment of particles, addition of other additives, such as superplasticizer to water to improve workability and even use more than one reinforcement to obtain composites with improved properties.\\n \",\"PeriodicalId\":32292,\"journal\":{\"name\":\"Revista Brasileira de Engenharia de Biossistemas\",\"volume\":\"26 38\",\"pages\":\"\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2024-06-06\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Revista Brasileira de Engenharia de Biossistemas\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.18011/bioeng.2024.v18.1128\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Revista Brasileira de Engenharia de Biossistemas","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.18011/bioeng.2024.v18.1128","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
摘要
本研究旨在评估用竹子颗粒增强的石膏基矿物复合材料的质量。颗粒大小分别为 1.68 毫米和 0.841 毫米。复合材料的密度为 0.80 g/cm³。采用了以下重量替代比:0;2.5;5.0;7.5 和 10.0%。复合材料的水/固体质量系数保持不变。每种处理方法生产两块复合材料板。测定了物理和机械性能:湿度、表观密度、吸水率(2 小时和 24 小时)、断裂模数、弹性模量和压缩率。结果表明,复合材料的表观密度和含水量不受竹子颗粒的影响,而吸水性则明显降低。竹纤维增强颗粒的加入并没有改善 MOR 和 MOE 特性,但所有处理方法的 MOR 值都达到了 EN 13279-2(EN,2004)规定的值。虽然所有处理方法的抗压强度都达到了标准规定的最低值,但在加入竹子颗粒后,所有数值都有所降低。总的来说,竹节虫可用作石膏复合材料的增强材料,但应测试新的参数,如:颗粒大小、增加颗粒比例、颗粒预处理、添加其他添加剂(如在水中添加增塑剂以改善可加工性),甚至使用一种以上的增强材料以获得性能更好的复合材料。
Gypsum-based composites reinforced with bamboo particles
This study aimed to evaluate the quality of gypsum-based mineral composites reinforced with bamboo particles. The particles size was 1.68 mm and 0.841 mm. The density adopted for the composites was 0.80 g/cm³. The following weight replacement ratios were adopted: 0; 2.5; 5.0; 7.5 and 10.0%. The water/solid mass factor of the composite remained constant. For each treatment two slabs of composites were produced. Physical and mechanical properties were determined: humidity, apparent density, water absorption (2 and 24 hours), modulus of rupture, modulus of elasticity and compression. The results showed that the apparent density and moisture content of the composites were not influenced by the insertion of the bamboo particles, while the water absorption was significantly reduced. The addition of the bamboo reinforcement particles did not cause improvements in the MOR and MOE properties, but all the MOR values of the treatments reached the value established by EN 13279-2 (EN, 2004). Although all treatments have reached the minimum values stipulated by the standard for compressive strength, all values were reduced with the insertion of bamboo particles. In general, the Dendrocalamus giganteus can be used as reinforcement in gypsum composites, however new parameters should be tested, such as: particle size; increasing the proportions of particles, pre-treatment of particles, addition of other additives, such as superplasticizer to water to improve workability and even use more than one reinforcement to obtain composites with improved properties.