{"title":"Vertical load distribution in precast hollow core floors: State of the art and future perspectives","authors":"Miłosz Jeziorski, Wit Derkowski, Elena Michelini","doi":"10.1002/suco.202301150","DOIUrl":null,"url":null,"abstract":"Precast prestressed hollow core (HC) floors are widely used in various applications within the construction sector. Such floors are usually designed as single, simply supported elements, although it is known that individual elements forming the floor interact with each other. This article presents the state of the art regarding load redistribution in HC floors in the light of experimental data, current analytical models and code provisions. While this phenomenon is widely known and recognized, only sparse, and often poorly documented experimental data are available, which represent the basis for the assessment and calibration of analytical models. Moreover, even though the available models and code provisions share similar assumptions, their outcomes are in some cases conflicting. Having recognized the existing knowledge gap, the authors outline future perspectives for the development of consistent analytical and numerical approaches supplemented by new experimental data.","PeriodicalId":21988,"journal":{"name":"Structural Concrete","volume":"10 1","pages":""},"PeriodicalIF":3.0000,"publicationDate":"2024-05-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Structural Concrete","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1002/suco.202301150","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0
Abstract
Precast prestressed hollow core (HC) floors are widely used in various applications within the construction sector. Such floors are usually designed as single, simply supported elements, although it is known that individual elements forming the floor interact with each other. This article presents the state of the art regarding load redistribution in HC floors in the light of experimental data, current analytical models and code provisions. While this phenomenon is widely known and recognized, only sparse, and often poorly documented experimental data are available, which represent the basis for the assessment and calibration of analytical models. Moreover, even though the available models and code provisions share similar assumptions, their outcomes are in some cases conflicting. Having recognized the existing knowledge gap, the authors outline future perspectives for the development of consistent analytical and numerical approaches supplemented by new experimental data.
预制预应力空心楼板(HC)广泛应用于建筑领域的各种应用中。此类楼板通常被设计为单个、简单支撑的构件,但众所周知,构成楼板的各个构件是相互影响的。本文根据实验数据、当前的分析模型和规范规定,介绍了有关 HC 楼板荷载再分布的最新技术。虽然这种现象已广为人知并得到认可,但目前仅有稀少的实验数据,而且往往记录不全,而这些数据是评估和校准分析模型的基础。此外,尽管现有模型和规范条款的假设条件相似,但其结果在某些情况下却相互矛盾。在认识到现有的知识差距之后,作者概述了以新的实验数据为补充,开发一致的分析和数值方法的未来前景。
期刊介绍:
Structural Concrete, the official journal of the fib, provides conceptual and procedural guidance in the field of concrete construction, and features peer-reviewed papers, keynote research and industry news covering all aspects of the design, construction, performance in service and demolition of concrete structures.
Main topics:
design, construction, performance in service, conservation (assessment, maintenance, strengthening) and demolition of concrete structures
research about the behaviour of concrete structures
development of design methods
fib Model Code
sustainability of concrete structures.