Strength of Screw Connections in Cold-Formed Steel Construction

Serrette, Reynaud; Peyton, Dean

doi:10.1061/(asce)0733-9445(2009)135:8(951)

Cited by 36 publications

(14 citation statements)

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“…A various series of isolated screwed joints is also conducted by Serrette and Peyton [5]. The analysis was held in total 12 specimens of beam-to-column connection.…”

Section: A Previous Studymentioning

confidence: 99%

“…Since the standard connection for the CFS is screw and bolts, the research and development of the alternative connection of the CFS section have to be executed. Some particular connection element of the special shapes is necessary to make the connections for the CFS frames [1], [2] composed several types of CFS connection.…”

Section: Introductionmentioning

confidence: 99%

“…The main factors of the connection test were connection configurations, expressed in Table 4. The fracture mechanism is further studied according to previous research [5]. In the analysis of the CFS-CS connection, the stiffness of the connection derived from the stress-strain curves of the connection test.…”

Section: Introductionmentioning

confidence: 99%

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Assessing the Tensile Capacity of Cold-Formed Steel Connections using Self-Drilling Screws and Adhesive Materials

Komara

Wahyuni

Suprobo

et al. 2018

International Journal on Advanced Science, Engineering and Information Technology

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This paper presents a review of the proposed design for assessing the tensile capacity of a simply truss framing system of cold-formed steel. A series of connection tests were made to investigate the capacity of connections by its deformation and load caring capacity. Furthermore, Screw connections were compared to adhesive connections. Those were created of 1 screw to 3 installed screw using 8 mm screw. On the other hand, 50%, 75% and 100% percentage of adhesive, i.e., A3M and ASK were also added to be evaluated. As a result, the experimental condition was carried out for developing a model to predict the performance capacity of each specimen. The test specimens are a single lap C connection with one end fixed by a grip, and the other end is tensioned. Each specimen was subjected to the load maximum capacity and the load deformation behaviour. The adhesive material was made of the total area of screw connection which is controlled by the volume of its area. Further, the comparison connection was considered for the analysis of the connection capacity, which was estimated from the specimen's maximum load and the load-deformation behaviour. This research is also considered to face the problem of significant fracture mechanism and used as a further alternative solution. As a result, both adhesive materials could easily displace screw connection. ASK has a lower strength capacity than A3M but implied a better fracture mechanism. It was offered nearly similar behaviour and was suggested to evaluate the behaviour of screw-adhesive connection in advance.

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“…A various series of isolated screwed joints is also conducted by Serrette and Peyton [5]. The analysis was held in total 12 specimens of beam-to-column connection.…”

Section: A Previous Studymentioning

confidence: 99%

Section: Introductionmentioning

confidence: 99%

See 1 more Smart Citation

Assessing the Tensile Capacity of Cold-Formed Steel Connections using Self-Drilling Screws and Adhesive Materials

Komara

Wahyuni

Suprobo

et al. 2018

International Journal on Advanced Science, Engineering and Information Technology

View full text Add to dashboard Cite

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“…A various series of full-scaled isolated screwed joint test is investigated [11]. The study held with the 12 specimen in total of beam-to-column connection were studied with different configurations and compared by using Eurocode analytical model.…”

Section: A Screw Connectionmentioning

confidence: 99%

A study on Cold-formed Steel Frame Connection: A review

Komara

Wahyuni

Suprobo

2017

JTS

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Abstract This paper is aimed to review the current researches on Cold-formed steel (CFS) structures, particularly for screw connections, welded connections, bolted connections and adhesive connections. Connection presents as a major parameter of the important elements for CFS framing system in order to attain its structural stability. The performance of different CFS connections is well-discussed in order to capture the behaviour of each type of connection. Based on the review assessment, the results highlighted that all types of connections except adhesive connections have shown the proper behaviour that can trigger the change of any design codes. Otherwise, adhesive connection is given several advantages that leads a novelty in the construction technology. Hence it still has some gaps of knowledge that are needed to be filled with comprehensive future researches.Keywords cold-formed steel, connection, screw, welded, bolted, adhesive Abstrak Makalah ini bertujuan untuk mengkaji ulang penelitian terkini mengenai struktur baja berbentuk dingin (CFS), terutama untuk sambungan sekrup, sambungan las, sambungan yang dilipat dan sambungan perekat. Sambungan merupakan parameter utama elemen penting sistem pembingkaian CFS untuk mencapai stabilitas strukturalnya. Kinerja koneksi CFS yang berbeda dibahas dengan baik untuk menangkap perilaku setiap jenis koneksi. Berdasarkan penilaian review, hasilnya menyoroti bahwa semua jenis koneksi kecuali koneksi perekat telah menunjukkan perilaku yang tepat yang dapat memicu perubahan kode desain apapun. Jika tidak, koneksi perekat diberi beberapa keunggulan yang mengarah pada kebaruan dalam teknologi konstruksi. Oleh karena itu masih ada beberapa celah pengetahuan yang perlu diisi dengan penelitian masa depan yang komprehensif.Kata Kunci baja tahan dingin, sambungan, sekrup, dilas, dilipat, perekat

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“…In addition, a large number of experimental studies have found that tilting, shear and pull out of screws are the controlling failure models in cold-formed steel structures. The strength of the cold-formed steel structures is largely dependent on the shear capacity of self-tapping screws [4][5].…”

Section: Introductionmentioning

confidence: 99%

Experimental investigation and design method for the shear strength of self-piercing rivet connections in thin-walled steel structures

Yan

Xie

et al. 2017

Journal of Constructional Steel Research

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The paper presents an experimental investigation on the shear strength of self-piercing rivet connections used in thin-walled steel structures. The test program included specimen variations in the number of rivets in each connection, rivet spacing, end distance, and steel sheet thickness. According to the experimental results, the curve of load-slip, peak load, and failure mechanism for all specimens were analyzed. Parameters of riveting in terms of end distance, spacing, arrangement, length, and thickness difference between connection components were studied on their effects for shearing performances of self-piercing rivet connections. A design method based on the model of transmission dynamics of infectious diseases was proposed for calculating the shear strength of the rivet connections. The strength reduction due to the effect of group rivets was considered in the new method.ii

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Strength of Screw Connections in Cold-Formed Steel Construction

Cited by 36 publications

References 0 publications

Assessing the Tensile Capacity of Cold-Formed Steel Connections using Self-Drilling Screws and Adhesive Materials

Assessing the Tensile Capacity of Cold-Formed Steel Connections using Self-Drilling Screws and Adhesive Materials

A study on Cold-formed Steel Frame Connection: A review

Experimental investigation and design method for the shear strength of self-piercing rivet connections in thin-walled steel structures

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