Jinwei Fu, Vahab Sarfarazi, Hadi Haeri, Zhihao Wang, Mohammad Fatehi Marji
{"title":"Improving the tensile strength of reinforced concrete: evaluating the impact of different fiber additives through numerical and experimental analysis","authors":"Jinwei Fu, Vahab Sarfarazi, Hadi Haeri, Zhihao Wang, Mohammad Fatehi Marji","doi":"10.1007/s40571-024-00839-3","DOIUrl":null,"url":null,"abstract":"<div><p>This research investigates the effect of various fibers on the strength and flexibility of concrete from an educational perspective. In this research, the use of additives including types of fibers (macrosynthetic fibers, polypropylene, and glass fibers) which make up 1% of the volume of hybrid concrete is taught. The combined addition of these fibers to create the hybrid reinforced concrete with high tensile strength and plasticity is discussed in this education. The tensile strength results obtained from direct and indirect methods have significant differences. In the concrete laboratory, multiple experiments were carried out to determine the best fiber composition using two different types of fibers. The experiments included direct tensile testing using the compressive-to-tensile force conversion (CTFC) method, which is a new approach, and indirect tensile testing using the Brazilian disk method. The loading rate for the tests was 1 kg/sec. The average tensile strength was 3.3 MPa, and the average compressive strength was 35 MPa. The Young’s modulus was measured to be 20 GPa. The results showed that macrosynthetic fibers were more effective in increasing the concrete’s tensile strength compared to other combinations. The tests performed on the effects of combining glass fibers with macrosynthetic fibers compared to combining macrosynthetic fibers with polypropylene show a more effective tensile strength. In this article, the direct tensile strength of concrete samples is evaluated by introducing an innovative tensile test device with a ring-shaped sample. The results obtained from this new device have been numerically compared with the uniaxial direct tension method proposed by ISRM. The educational measures of this new knowledge regarding concrete additives and performing innovative tensile strength tests and comparing them with each other provide a detailed understanding of concrete strength evaluation.</p></div>","PeriodicalId":524,"journal":{"name":"Computational Particle Mechanics","volume":"12 1","pages":"775 - 792"},"PeriodicalIF":2.8000,"publicationDate":"2024-09-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Computational Particle Mechanics","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s40571-024-00839-3","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"MATHEMATICS, INTERDISCIPLINARY APPLICATIONS","Score":null,"Total":0}
引用次数: 0
Abstract
This research investigates the effect of various fibers on the strength and flexibility of concrete from an educational perspective. In this research, the use of additives including types of fibers (macrosynthetic fibers, polypropylene, and glass fibers) which make up 1% of the volume of hybrid concrete is taught. The combined addition of these fibers to create the hybrid reinforced concrete with high tensile strength and plasticity is discussed in this education. The tensile strength results obtained from direct and indirect methods have significant differences. In the concrete laboratory, multiple experiments were carried out to determine the best fiber composition using two different types of fibers. The experiments included direct tensile testing using the compressive-to-tensile force conversion (CTFC) method, which is a new approach, and indirect tensile testing using the Brazilian disk method. The loading rate for the tests was 1 kg/sec. The average tensile strength was 3.3 MPa, and the average compressive strength was 35 MPa. The Young’s modulus was measured to be 20 GPa. The results showed that macrosynthetic fibers were more effective in increasing the concrete’s tensile strength compared to other combinations. The tests performed on the effects of combining glass fibers with macrosynthetic fibers compared to combining macrosynthetic fibers with polypropylene show a more effective tensile strength. In this article, the direct tensile strength of concrete samples is evaluated by introducing an innovative tensile test device with a ring-shaped sample. The results obtained from this new device have been numerically compared with the uniaxial direct tension method proposed by ISRM. The educational measures of this new knowledge regarding concrete additives and performing innovative tensile strength tests and comparing them with each other provide a detailed understanding of concrete strength evaluation.
期刊介绍:
GENERAL OBJECTIVES: Computational Particle Mechanics (CPM) is a quarterly journal with the goal of publishing full-length original articles addressing the modeling and simulation of systems involving particles and particle methods. The goal is to enhance communication among researchers in the applied sciences who use "particles'''' in one form or another in their research.
SPECIFIC OBJECTIVES: Particle-based materials and numerical methods have become wide-spread in the natural and applied sciences, engineering, biology. The term "particle methods/mechanics'''' has now come to imply several different things to researchers in the 21st century, including:
(a) Particles as a physical unit in granular media, particulate flows, plasmas, swarms, etc.,
(b) Particles representing material phases in continua at the meso-, micro-and nano-scale and
(c) Particles as a discretization unit in continua and discontinua in numerical methods such as
Discrete Element Methods (DEM), Particle Finite Element Methods (PFEM), Molecular Dynamics (MD), and Smoothed Particle Hydrodynamics (SPH), to name a few.