New amendment to the Code of Practice on the design of fiber-reinforced concrete structures with non-steel fibers

T. Mukhamediev, S. Zenin
{"title":"New amendment to the Code of Practice on the design of fiber-reinforced concrete structures with non-steel fibers","authors":"T. Mukhamediev, S. Zenin","doi":"10.37538/2224-9494-2023-1(36)-51-58","DOIUrl":null,"url":null,"abstract":"Introduction. The acting version of the Code of Practice on the design of fiber-reinforced concrete structures with non-steel fibers SP 297.1325800.2017 “Fiber-reinforced concrete structures and precast products with non-steel fibers. Design rules” contain no instructions for the strength calculation of circular cross-sections with and without reinforcement under the action of bending moments and longitudinal forces. In addition, the current version provides no instructions for determining the subclass index of fiber-reinforced concrete with non-steel fibers using the residual axial tensile strength, as well as those for calculating the fire resistance of fiber-reinforced concrete structures. The absence of these provisions leads to significant difficulties in the design of individual structures made of fiber-reinforced concrete, which increases material and time expenditures.Aim. To improve the system of urban planning activities in terms of clarifying and supplementing the current regulatory documents for the design of fiber-reinforced concrete structures with non-steel fibers.Methods and materials. A draft of amendment No. 2 to SP 297.1325800.2017 was developed taking into account contemporary requirements, as well as the latest scientific research. In particular, the results of the research work concerning the fire resistance of structures made of fiber-reinforced concrete with non-steel fibers, performed by the Research Institute of Concrete and Reinforced Concrete (NIIZHB) named after A.A. Gvozdev in 2020, were taken into account. In addition, the experience of the authors and design organizations, gained during the practical application of this Code of Practice, was analyzed in order to clarify its provisions for the convenience of users.Results. The results of the work involve the draft of the amendment No. 2 to SP 297.1325800.2017, whose positions include new calculation techniques, as well as the refinements of existing calculation and construction methods. The developed amendment has passed public discussions, as well as the necessary expertise, and is being prepared for approval and enactment.Conclusion. Positions of amendment No. 2 to SP 297.1325800.2017 “Fiber-reinforced concrete structures and precast products with non-steel fibers. Design rules” can be used to develop reliable design solutions for these structures, including the achievement of a certain economic effect.","PeriodicalId":169749,"journal":{"name":"Bulletin of Science and Research Center of Construction","volume":"63 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2023-03-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of Science and Research Center of Construction","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.37538/2224-9494-2023-1(36)-51-58","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

Abstract

Introduction. The acting version of the Code of Practice on the design of fiber-reinforced concrete structures with non-steel fibers SP 297.1325800.2017 “Fiber-reinforced concrete structures and precast products with non-steel fibers. Design rules” contain no instructions for the strength calculation of circular cross-sections with and without reinforcement under the action of bending moments and longitudinal forces. In addition, the current version provides no instructions for determining the subclass index of fiber-reinforced concrete with non-steel fibers using the residual axial tensile strength, as well as those for calculating the fire resistance of fiber-reinforced concrete structures. The absence of these provisions leads to significant difficulties in the design of individual structures made of fiber-reinforced concrete, which increases material and time expenditures.Aim. To improve the system of urban planning activities in terms of clarifying and supplementing the current regulatory documents for the design of fiber-reinforced concrete structures with non-steel fibers.Methods and materials. A draft of amendment No. 2 to SP 297.1325800.2017 was developed taking into account contemporary requirements, as well as the latest scientific research. In particular, the results of the research work concerning the fire resistance of structures made of fiber-reinforced concrete with non-steel fibers, performed by the Research Institute of Concrete and Reinforced Concrete (NIIZHB) named after A.A. Gvozdev in 2020, were taken into account. In addition, the experience of the authors and design organizations, gained during the practical application of this Code of Practice, was analyzed in order to clarify its provisions for the convenience of users.Results. The results of the work involve the draft of the amendment No. 2 to SP 297.1325800.2017, whose positions include new calculation techniques, as well as the refinements of existing calculation and construction methods. The developed amendment has passed public discussions, as well as the necessary expertise, and is being prepared for approval and enactment.Conclusion. Positions of amendment No. 2 to SP 297.1325800.2017 “Fiber-reinforced concrete structures and precast products with non-steel fibers. Design rules” can be used to develop reliable design solutions for these structures, including the achievement of a certain economic effect.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
《非钢纤维纤维增强混凝土结构设计实务守则》的新修订
介绍。《非钢纤维纤维砼结构设计实务规范》SP 297.1325800.2017《非钢纤维纤维砼结构及预制件》。《设计规则》中没有关于在弯矩和纵向力作用下,带钢筋和不带钢筋的圆形截面的强度计算的说明。此外,现行版本没有提供使用剩余轴向抗拉强度确定非钢纤维纤维增强混凝土亚类指标的说明,也没有提供纤维增强混凝土结构耐火计算的说明。这些规定的缺失导致了纤维增强混凝土单体结构设计的重大困难,这增加了材料和时间的消耗。完善城市规划活动体系,明确和补充现行非钢纤维纤维混凝土结构设计规范性文件。方法和材料。考虑到当代要求以及最新的科学研究,制定了SP 297.1325800.2017的修正案2草案。特别是,考虑到以a.a.g vozdev命名的混凝土和钢筋混凝土研究所(NIIZHB)在2020年进行的关于非钢纤维纤维增强混凝土结构耐火性的研究结果。此外,本文还对作者和设计机构在实际应用本规范过程中所获得的经验进行了分析,以明确其规定,方便用户使用。工作结果涉及SP 297.1325800.2017第2号修正案草案,其中包括新的计算技术,以及对现有计算和施工方法的改进。制定的修正案已经通过了公众讨论,以及必要的专业知识,正在准备批准和颁布。SP 297.1325800.2017《含非钢纤维的纤维增强混凝土结构和预制件》修正案2的立场。“设计规则”可用于为这些结构制定可靠的设计方案,包括实现一定的经济效果。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
自引率
0.00%
发文量
0
期刊最新文献
Method of reinforcing defects in field welds of unique buildings and structures Features of a finite-element modeling of a tubular tower for a wind-power unit Half-precast “crossbar-slab-column” frame joint Normal section strength of eccentrically compressed reinforced concrete structures with loop reinforcement joints. Experimental studies Non-parametric data processing in experimental studies of spirally reinforced concrete samples
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1