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عنوان فارسی مقاله:

رفتار پس از آتش اتصال برشی نوآورانه برای سازه های کامپوزیت فولاد و بتن


عنوان انگلیسی مقاله:

Post-fire Behaviour of Innovative Shear Connection for Steel-Concrete Composite Structures


سال انتشار : 2016



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مقدمه انگلیسی مقاله:

1. Introduction

Steel-concrete composite beam/slab construction is common practice in bridges and multi-storey buildings due to the combination of compressive strength of concrete and tensile strength of steel [12]. The two components are often secured by shear connectors that greatly influence its strength and ductility [15]. Despite its popularity in these types of constructions, composite members are still a subject of continuous development [16]. One of the areas of interest in the development of composite structures is the shear connectors that bond concrete and steel [16]. Interests in these developments are however limited due to the high cost in setting up in a laboratory environment [8]. Even though the costs of these experiments are monumental, researchers still manage to set up experiments with good results such as conducted by Wang et al. [20] and Alderighi and Salvatore [1] in multi-level framed buildings. A review of literature shows that research on steel-concrete composite structures has focused behaviour of push-out tests at ambient temperature and at elevated temperature. Push-out tests of composite structures at ambient temperature showed that their strength and ductility were often influenced by their material properties [8,10]. Galjaard and Walraven [10] conducted push-out tests for five different shear connectors: headed studs, continuous perfobond strip, oscillating perfobond strip, waveform strip and T-connector. Similarly, Baran and Topkaya [3] conducted an experimental study on another type of shear connector: channel type shear connector or C-channel. The tests aim was to determine the strength of different sizes of C-channel as shear connector in steel-concrete composite structure [3]. Push-out tests on steel-concrete composite structures utilising headed studs were also conducted at elevated temperatures by Zhao [21], Mirza and Uy [15], Anderson [2], Wang [19] and Imagawa et al. [13] among others. Push-out tests on steel-concrete composite structures utilising continuous perfobond strip [16] and T, T-block and Tperfobond [17] have also been conducted at elevated temperatures. Most of the research on push-out tests of steel-concrete composite structures focusses on the behaviour of specimens at ambient and elevated temperatures. A review of other types of composite structures such as the concrete-filled steel tubular columns shows that their strength after exposure to fire can be predicted through the development of mechanics models [11]. Future research will focus on the use of post-fire mechanical properties of shear connectors and concrete to predict the post-fire behaviour of steel-concrete composite structures.



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کلمات کلیدی:

Post-fire Behaviour of Innovative Shear Connection for Steel-Concrete ... bradscholars.brad.ac.uk:8080/handle/10454/11140 by FR Mashiri - ‎2017 - ‎Related articles Steel-concrete composite structures are commonly used in buildings and bridges because it takes advantage of tensile strength of steel and compressive ... Development of Shear Connections in Steelconcrete Composite ... https://www.degruyter.com/view/j/ceer.2014.15.issue-4/ceer.../ceer-2014-0032.xml by A Biegus - ‎Cited by 2 - ‎Related articles Mar 1, 2015 - Development of Shear Connections in Steelconcrete Composite Structures ... behaviour of a steel-concrete composite beam with an innovative ... Behavior of Tilted Angle Shear Connectors journals.plos.org/plosone/article?id=10.1371/journal.pone.0144288 by K Khorramian - ‎2015 - ‎Cited by 2 - ‎Related articles Dec 7, 2015 - This study investigates the behaviour of tilted-shaped angle shear connectors ... The shear connection between the steel beam and the concrete slab in ... Recently, the demand for innovative shear connectors has led to other ... Post-fire Behaviour of Innovative Shear Connection for Steel-Concrete ... isi-dl.com/item/245947 Post-fire Behaviour of Innovative Shear Connection for Steel-Concrete Composite Structures. sciencedirect.com. Source Link ... [PDF]02-ceer1-15 biegus-lorenc ._.-1 - Civil and Environmental Engineering ... www.ceer.uz.zgora.pl/CR_filearchive/5e2d8a48e58ba05bdc511b061bd67647.pdf by A BIEGUS - ‎Cited by 2 - ‎Related articles because of aspects of behaviour under cyclic loads, especially solutions for ... DEVELOPMENT OF SHEAR CONNECTIONS IN STEEL-CONCRETE COMPOSITE ... fatigue problems in steel dowels during testing of innovative puzzle shaped. modern design of steel-concrete composite structures www.bud.pcz.czest.pl/attachment/id/1086 by P Kozioł - ‎Related articles Mechanical connectors used in steel-concrete composite structure can be divided ... by an innovative shear connection is the shape of cut web of the steel beam that ... Different kinds of continuous shear connectors: a) mechanical behaviour.