Influence of seat angles on the behaviour of cold-formed steel concrete composite joints

Firdaus, Muhammad; Saggaff, Anis; Tahir, Mahmood Md.; Aghlara, Reza; Sulaiman, Arizu; Aminuddin, KM; Shek, Poi Ngian; Salih, Musab N.A.

doi:10.1016/j.jcsr.2020.106246

Cited by 7 publications

(15 citation statements)

References 27 publications

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“…Some CFS experiments have been conducted within a parametric analysis and experimental method in the Isolated Joint Test (IJT) system. Some research has experimented with the IJT for the non-composite [3][4][5] and the composite [8][9][10][11][12].…”

Section: Literature Reviewmentioning

confidence: 99%

“…There is some component that observed in composite connection which is slab, beam, and column. The study of the composite connection of CFS [8][9][10][11] involves a concrete material with various compressive strengths by range fc'= 30 MPa up to fc'= 43 Mpa. All of the concrete was conventional concrete.…”

mentioning

confidence: 99%

“…All of the concrete was conventional concrete. The combination of a rectangular gusset plate and bolted connection were used in the study [9,10], and the combination of seat angles with haunched gusset plate has been studied [8,11,12].…”

mentioning

confidence: 99%

“…There are additional flange cleats in both studies of non-composite and composite specimens of CFS [4,8,11]. The purpose of additional flange-cleat is related to quick and easy installation and avoids the welding process, which is expensive.…”

mentioning

confidence: 99%

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Moment capacity of connection with the additional top and seat angles to slab and column panel of cold-formed steel section

Muliawan¹,

Saggaff²,

Tahir³

et al. 2021

IJATEE

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Cold-formed steel (CFS) is currently used as the alternative material of Hot-Rolled Steel (HRS). One of its benefits is that the CFS has a lighter weight rather than HRS. The CFS is produced by forming the thin plate into some type of section at room temperature. CFS is beneficial in daily life; it could be used as the purlin, roof truss, roof cover, composite deck slab, wall panel, racking, and structural framing. Due to its advantages, the demand for CFS usage in construction works increases significantly, so CFS production becomes more massive [1]. On the other side, the CFS has disadvantages; it is instability because of the thin plate behavior. The CFS section tends to buckle when it is subjected to a more significant load [2]. *Author for correspondence Several type connections could be utilized for the beam-column connections of CFS. It commonly uses the screw as the connector to connect the roof truss component of the CFS because it is quick and straightforward in installation. In the primary structure connection, such as beam to column connection, the screws connection has some installation problems. The strength to resist the load in the structural component is deficient. So, the proposed bolted connection with slip-in gusset plate on beam-column connection is conducted in this study. There are few studies about the non-composite connection research of CFS as the structural component, which is a beam-column connection [3-7]. Aminuddin et al. [3] has studied rectangular slip-in gusset plate configurations with rectangular shapes for the bolted connection. It continues to make another connection by combining the flange cleat with a

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Section: Literature Reviewmentioning

confidence: 99%

mentioning

confidence: 99%

mentioning

confidence: 99%

mentioning

confidence: 99%

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Moment capacity of connection with the additional top and seat angles to slab and column panel of cold-formed steel section

Muliawan¹,

Saggaff²,

Tahir³

et al. 2021

IJATEE

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“…Both composite and non-composite had an addition to the flange-cleat connection [2,5,7]. The flangecleat connection is related to fast installation and lack of expensive welding processes.…”

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confidence: 99%

Effect of bottom flange cleat on integrated precast slab and column panel using cold-formed steel

Muliawan¹,

Saggaff²,

Tahir³

et al. 2021

IJATEE

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Cold-Formed Steel (CFS) is lightweight steel produced by forming the thin plate in cool condition. It became widely used for any purpose of household furniture and light construction elements from the middle of the twentieth century. CFS could be used as purlin, roof cover, steel truss, wall panel, composite deck slab, and structural framing. One of the disadvantages is the buckling problem which reduces the maximum load. The development of technology leads to the massive product of CFS. CFS became more popular and well-accepted in any region in the world [1].

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The structural behavior of composite cold-formed steel beam-to-column joints with different connection shapes

Salah

Muteb

Hamad³

2023

J Build Rehabil

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Influence of seat angles on the behaviour of cold-formed steel concrete composite joints

Cited by 7 publications

References 27 publications

Moment capacity of connection with the additional top and seat angles to slab and column panel of cold-formed steel section

Moment capacity of connection with the additional top and seat angles to slab and column panel of cold-formed steel section

Effect of bottom flange cleat on integrated precast slab and column panel using cold-formed steel

The structural behavior of composite cold-formed steel beam-to-column joints with different connection shapes

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