nach oben

International Journal of Steel Structures

Erschienen in:

14.12.2022

Push-Out Tests on Interlocked Angles Connectors in Steel-Concrete-Steel Composite Structure

verfasst von: Junyi Chen, Yonghui Wang, Ximei Zhai, Xudong Zhi, Menghan Sun

Erschienen in: International Journal of Steel Structures | Ausgabe 2/2023

Einloggen

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config

KI-gestützte Suche

Aus

Abstract

This paper reported a new interlocked angle connector (IAC) for steel-concrete-steel sandwich structures. Shear performances of IACs embedded in normal concrete were studied via a push-out testing program, and the failure mode, shear resistance, and load–slip responses of IACs in normal concrete were obtained. The influences of height, width, thickness, orientation of steel angles, and interlocking bolts on shear behaviours of IACs were experimentally studied. The experimental results indicated that the ultimate shear resistances and slip capacities of IACs were improved via increasing the height, width and thickness of steel angles, while the orientation of steel angles exhibited limited influence on the ultimate shear resistances and failure modes of IACs. In addition, the analytical models were proposed for predicting ultimate shear resistances and load–slip behaviours of IACs. The experimental results were employed to validate the analytical models, and the proposed analytical models were found to provide more accurate predictions on ultimate shear resistances and load–slip behaviours of IACs as compared to the existing design codes.

Vorheriger Artikel Experimental Study on Structural Performance of New Steel–Concrete Composite Beam for Both Long-Span and Low-Height Parking Structures

Nächster Artikel Examination of Gusset Plate Modeling via Nonlinear Dynamic Analysis

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

über 102.000 Bücher
über 537 Zeitschriften

aus folgenden Fachgebieten:

Automobil + Motoren
Bauwesen + Immobilien
Business IT + Informatik
Elektrotechnik + Elektronik
Energie + Nachhaltigkeit
Finance + Banking
Management + Führung
Marketing + Vertrieb
Maschinenbau + Werkstoffe
Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Jetzt informieren

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

über 67.000 Bücher
über 390 Zeitschriften

aus folgenden Fachgebieten:

Automobil + Motoren
Bauwesen + Immobilien
Business IT + Informatik
Elektrotechnik + Elektronik
Energie + Nachhaltigkeit
Maschinenbau + Werkstoffe

Jetzt Wissensvorsprung sichern!

Jetzt informieren

AASHTO. (2004). AASHTO-LRFD bridge design specifications (3rd ed.). American Association of State Highway and Transportation Officials.

Aboobucker, M. A. M., Wang, T. Y., & Liew, J. Y. R. (2009). An experimental investigation on shear bond strength between steel and fresh cast concrete using epoxy. The IES Journal Part a: Civil & Structural Engineering, 2(2), 107–115.

Arévalo, D., Hernández, L., Gómez, C., Velasteguí, G., Guaminga, E., Baquero, R., & Dibujés, R. (2021). Structural performance of steel angle shear connectors with different orientation. Case Studies in Construction Materials, 14, e00523.CrossRef

Berthet, J. F., Yurtdas, I., Delmas, Y., & Li, A. (2011). Evaluation of the adhesion resistance between steel and concrete by push out test. International Journal of Adhesion and Adhesives, 31(2), 75–83.CrossRef

BSI. (2004). Design of composite steel and concrete structures-Part 1-1: General rules and rules for buildings. BS EN 1994-1-1. Brussels: British Standards Institution.

Dai, X. X., & Liew, J. Y. R. (2010). Fatigue performance of lightweight steel–concrete–steel sandwich systems. Journal of Constructional Steel Research, 66(2), 256–276.CrossRef

Foundoukos, N., Xie, M., & Chapman, J. C. (2007). Fatigue tests on steel–concrete–steel sandwich components and beams. Journal of Constructional Steel Research, 63(7), 922–940.CrossRef

Gattesco, N., & Giuriani, E. (1996). Experimental study on stud shear connectors subjected to cyclic loading. Journal of Constructional Steel Research, 38(1), 1–2.CrossRef

Huang, Z., & Liew, J. Y. R. (2016). Steel-concrete-steel sandwich composite structures subjected to extreme loads. International Journal of Steel Structure, 16(4), 1009–1028.CrossRef

Khalilian, M. (2015). Angle shear connectors capacity. Modares Civil Engineering Journal, 15(3), 51–62.

Khorramian, K., Maleki, S., Shariati, M., & Ramli, S. N. H. (2015). Behavior of tilted angle shear connectors. PLoS ONE, 10(12), 0144288.CrossRef

Kiyomiya, O., & Yokota, H. (1986). Strength of shear connector by shape steel in composite member with steel and concrete. In Proc. of Symposium on Research and Application of Composite Constructions, JSCE (pp. 113–118).

Liew, J. Y. R., Sohel, K. M. A., & Koh, C. G. (2009). Impact tests on steel–concrete–steel sandwich beams with lightweight concrete core. Engineering Structures, 31(9), 2045–2059.CrossRef

Liew, J. Y. R., & Wang, T. Y. (2011). Novel steel concrete steel sandwich composite plates subject to impact and blast load. Advances in Structural Engineering, 14(4), 673–687.CrossRef

Lin, M., Lin, W., Wang, Q., & Wang, X. (2018). The deployable element, a new closure joint construction method for immersed tunnel. Tunnelling and Underground Space Technology, 80, 290–300.CrossRef

Meng, L., Wang, Y., & Zhai, X. (2020). Modeling and dynamic response of curved steel–concrete–steel sandwich shells under blast loading. International Journal of Steel Structures, 20(5), 1663–1681.CrossRef

MOHURD. (2011). Metallic materials-tensile testing-part 1: Method of test at room temperature. GB/T228. 1–2010. Beijing: Ministry of Housing and Urban-Rural Development of the People’s Republic of China.

MOHURD. (2017). Standard for design of steel structures. GB50017–2017. Beijing: Ministry of Housing and Urban-Rural Development of the People’s Republic of China.

Nie, J. G., Hu, H. S., Fan, J. S., Tao, M. X., Li, S. Y., & Liu, J. F. (2013). Experimental study on seismic behaviour of high strength concrete filled double-steel-plate composite walls. Journal of Constructional Steel Research, 88, 206–219.CrossRef

Oduyemi, T. O. S., & Wright, H. D. (1989). An experimental investigation into the behaviour of double skin sandwich beams. Journal of Constructional Steel Research, 19, 197–220.CrossRef

Ollgaard, J. G., Slutter, R. G., & Fisher, J. W. (1971). Shear strength of stud connectors in lightweight and normal-weight concrete. AISC Engineering Journal, 8(2), 55–64.

Pallarés, L., & Hajjar, J. F. (2010). Headed steel stud anchors in composite structures, Part II: Tension and interaction. Journal of Constructional Steel Research, 66(2), 213–228.CrossRef

Qin, Y., Shu, G. P., Fan, S. G., Lu, Y. J., Cao, S., & Han, H. J. (2017). Strength of double skin steel-concrete composite walls. International Journal of Steel Structures, 17(2), 535–541.CrossRef

Remennikov, A., Gan, E. C. J., Ngo, T., & Netherton, M. D. (2019). The development and ballistic performance of protective steel-concrete composite barriers against hypervelocity impacts by explosively formed projectiles. Composite Structures, 207, 625–644.CrossRef

Sah, T. P., Wang, Y., & Lu, J. (2021). Finite element modeling of steel–concrete–steel sandwich beams with bolt connectors under drop weight impact. International Journal of Steel Structures, 21(5), 1878–1893.CrossRef

Sener, K. C., Varma, A. H., Booth, P. N., & Fujimoto, R. (2015). Seismic behavior of a containment internal structure consisting of composite SC walls. Nuclear Engineering and Design, 295, 804–816.CrossRef

Shariati, M., Ramli, S. N. H., Suhatril, M., Shariati, A., Arabnejad, K. M. M., & Sinaei, H. (2012). Behaviour of C-shaped angle shear connectors under monotonic and fully reversed cyclic loading: An experimental study. Materials and Design, 41, 67–73.CrossRef

Shariati, M., Ramli, S. N. H., Suhatril, M., Shariati, A., Arabnejad, K. M. M., & Sinaei, H. (2013). Comparison of behaviour between channel and angle shear connectors under monotonic and fully reversed cyclic loading. Construction and Building Materials, 38, 582–593.CrossRef

Shariati, M., Ramli, S. N. H., Shariati, A., & Kueh, A. B. H. (2016). Comparative performance of channel and angle shear connectors in high strength concrete composites: An experimental study. Construction and Building Materials, 120, 382–392.CrossRef

Solomon, S. K., Smith, D. W., & Cusens, A. R. (1976). Flexural tests of steel-concrete-steel sandwiches. Magazine of Concrete Research, 28(94), 13–20.CrossRef

Sohel, K. M. A., & Liew, J. Y. R. (2011). Steel–Concrete–Steel sandwich slabs with lightweight core-Static performance. Engineering Structures, 33(3), 981–992.CrossRef

Sohel, K. M. A., & Liew, J. Y. R. (2014). Behavior of steel–concrete–steel sandwich slabs subject to impact load. Journal of Constructional Steel Research, 100, 163–175.CrossRef

Varma, A. H., Malushte, S., Sener, K. C., & Lai, Z. (2014). Steel-plate composite (SC) walls for safety related nuclear facilities: Design for in-plane force and out-of-plane moments. Nuclear Engineering and Design, 46(8), 240–249.CrossRef

Wright, H. D., Oduyemi, T. O. S., & Evans, H. R. (1991). The experimental behavior of double skin composite elements. Journal of Constructional Steel Research, 19, 97–110.CrossRef

Wang, T., & Yan, J. B. (2020). Developments of steel-concrete-steel sandwich composite structures with novel EC connectors. Journal of Constructional Steel Research, 175, 106335.CrossRef

Wang, X., Liu, Y., Chen, A., & Ruan, X. (2022a). Auto-tuning ensemble models for estimating shear resistance of headed studs in concrete. Journal of Building Engineering, 52, 104470.CrossRef

Wang, Y., Zhai, X., Lee, S. C., & Wang, W. (2016). Responses of curved steel-concrete-steel sandwich shells subjected to blast loading. Thin-Walled Structures, 108, 185–192.CrossRef

Wang, Y., Sah, T. P., Liu, S., & Zhai, X. (2022b). Experimental and numerical studies on novel stiffener-enhanced steel-concrete-steel sandwich panels subjected to impact loading. Journal of Building Engineering, 45, 103479.CrossRef

Xie, M., Foundoukos, N., & Chapman, J. C. (2004). Experimental and numerical investigation on the shear behaviour of friction-welded bar–plate connections embedded in concrete. Journal of Constructional Steel Research, 61, 625–649.CrossRef

Xie, M., Foundoukos, N., & Chapman, J. C. (2007). Static tests on steel–concrete–steel sandwich beams. Journal of Constructional Steel Research, 63(6), 735–750.CrossRef

Xue, W. C., Ding, M., Wang, H., & Luo, Z. W. (2008). Static behaviour and theoretical model of stud shear connectors. Journal of Bridge Engineering, 13(6), 623–634.CrossRef

Yan, J. B., Liew, J. Y. R., Sohel, K. M. A., & Zhang, M. H. (2014a). Push out tests on J-hook shear connectors in steel-concrete-steel sandwich structure. Materials and Structures, 47(10), 1693–1714.CrossRef

Yan, J. B., Liew, J. Y. R., Zhang, M. H., & Wang, J. Y. (2014b). Ultimate strength behaviour of steel-concrete-steel sandwich composite structures, Part 1: Experimental and analytical study. Steel and Composite Structures, 17(6), 907–927.CrossRef

Yan, J. B., Liew, J. Y. R., & Zhang, M. H. (2015). Shear-tension interaction strength of J-hook connectors in steel-concrete-steel sandwich structure. Advanced Steel Construction, 11(1), 72–93.

Yan, J. B., Liu, X. M., Liew, J. Y. R., Qian, X., & Zhang, M. H. (2016). Steel-concrete-steel sandwich system in Arctic offshore structures: Materials, experiments, and design. Materials & Design, 91, 111–121.CrossRef

Yan, J. B., Yan, Y. Y., Wang, T., & Li, Z. X. (2019). Seismic behaviours of SCS sandwich shear walls using J-hook connectors. Thin-Walled Structures, 144, 106308.CrossRef

Yan, J. B., Guan, H. N., & Wang, T. (2020a). Finite element analysis for flexural behaviours of SCS sandwich beams with novel enhanced C-channel connectors. Journal of Building Engineering, 31, 101439.CrossRef

Yan, J. B., Hu, H., & Wang, T. (2020b). Shear behaviour of novel enhanced C-channel connectors in steel-concrete-steel sandwich composite structures. Journal of Constructional Steel Research, 166, 105903.CrossRef

Yan, J. B., Hu, H., & Wang, T. (2020c). Flexural behaviours of steel-UHPC-steel sandwich beams with J-hook connectors. Journal of Constructional Steel Research, 169, 106014.CrossRef

Yokota, H., & Kiyomia, O. (1987). Load carrying capacity of shear connectors made of shape steel in steel-concrete composite members. Structures division subaqueous tunnels and pipelines laboratory PARI Techinical Note 0595.

Zhang, W., & Koizumi, A. (2010). Behavior of composite segment for shield tunnel. Tunnelling and Underground Space Technology, 25(4), 325–332.CrossRef

Titel: Push-Out Tests on Interlocked Angles Connectors in Steel-Concrete-Steel Composite Structure
verfasst von: Junyi Chen
Yonghui Wang
Ximei Zhai
Xudong Zhi
Menghan Sun
Publikationsdatum: 14.12.2022
Verlag: Korean Society of Steel Construction
Erschienen in: International Journal of Steel Structures / Ausgabe 2/2023
Print ISSN: 1598-2351
Elektronische ISSN: 2093-6311
DOI: https://doi.org/10.1007/s13296-022-00704-0

Premium Partner

Marktübersichten

Die im Laufe eines Jahres in der „adhäsion“ veröffentlichten Marktübersichten helfen Anwendern verschiedenster Branchen, sich einen gezielten Überblick über Lieferantenangebote zu verschaffen.

Zur Marktübersicht

Springer Professional

Abstract

Bitte loggen Sie sich ein, um Zugang zu Ihrer Lizenz zu erhalten.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Springer Professional "Technik"

Weitere Artikel der Ausgabe 2/2023

A Study on Cold-Formed Steel Lipped Channel Flexural Members at Elevated Temperature Under Various Loading Scenarios

Flexural Integrity Between the Individual Channels of Built-Up Cold-Formed Steel Beams

XFEM-based Fatigue Crack Propagation Analysis on Key Welded Connections of Orthotropic Steel Bridge Deck

Web Stress Development Mechanism Critical for the Fatigue Limit State in Horizontally Curved Steel Bridges

Estimating the Effects of Corrosion Pitting Morphology on Residual Fatigue Properties of Corroded Steel Based on Fractal Theory

Experimental and Numerical Study on the Collapsing Behavior of Structural Systems with Steel Members Arranged in Parallel Under Tension

Premium Partner

Marktübersichten