Identyfikatory
Warianty tytułu
Prospects for the development of material and structural solutions for composite beams in the light of the latest research
Języki publikacji
Abstrakty
Ciągły rozwój konstrukcji budowlanych powoduje doskonalenie istniejących oraz powstawanie nowych rozwiązań materiałowo-konstrukcyjnych, w tym również dotyczących belek zespolonych. W pracy dokonano przeglądu najnowszych badań w tym zakresie. Na ich podstawie wskazano, że największy potencjał rozwoju mają rozwiązania, których parametry wytrzymałościowe i użytkowe są porównywalne z tradycyjnymi konstrukcjami, bazujące na materiałach ekologicznych lub cechujących się niższą energochłonnością i emisyjnością niż stal czy beton, do produkcji których można wykorzystać odpady i surowce pochodzące z recyklingu.
The continuous development of building structures results in the improvement of existing and the emergence of new material and structural solutions, including composite beams. The paper reviews the latest research in this field. On their basis, it was indicated that the greatest potential for development has solutions whose strength and performance parameters are comparable to traditional structures, based on ecological materials or characterized by lower energy consumption and emissivity than steel or concrete, for the production of which waste and recycled raw materials can be used.
Słowa kluczowe
Czasopismo
Rocznik
Tom
Strony
122--125
Opis fizyczny
Bibliogr. 22 poz., il.
Twórcy
Bibliografia
- [1] Lacki P., Derlatka A., Kasza P., Gao S., Numerical study of steel-concrete composite beam with composite dowels connectors, Computers and Structures 255(2021), 106618
- [2] Hu B., Che R., Wang J., He X., L., Kundu T., Analytical investigation into the flexural behavior of steel tubular truss-and-concrete (STTC) composite beams, Structures 50(2023), str. 670-688
- [3] Huang W., Lai Z., Chen B., Yao P., Experimental behavior and analysis of prestressed concrete-filled steel tube (CFT) truss girders, Engineering Structures tom 152, 2017, str. 607-618
- [4] Wang H., Liu X, Yue Q., Wang N., Zheng M., Longitudinal shear behavior and design method of UHPC connection for prefabricated slabs in composite beams, Engineering Structures 277(2023), 115386
- [5] Shi F., Sun Ch., Liu X., Wang H., Zong L., Flexural behavior of prefabricated composite beam with cast-in-situ UHPC, Structures 45(2022), str. 670-684
- [6] Lu L., Gao M., Guo Y., Wanga W., Yan H., Jiang T., Experiments on flexural behavior of the prefabricated RAC and NWC composite slab, Ain Shams Engineering Journal 13(2022), 101789
- [7] Yi O., Mills J.E., Zhuge Y., Ma X., Gravina R.J., Youssf O., Performance of crumb rubber concrete composite-deck slabs in 4-point-bending, Journal of Building Engineering, tom 40, 2021, 102695
- [8] Simret T., Deresa, Xu J.J., Demartino C., Minafò G., Camarda G., Static performances of timber- and bamboo-concrete composite beams: a critical review of experimental results, Open Construction and Building Technology Journal 15(2021), str. 17-54
- [9] Wei Y., Wang Z.Y., Chen S., Zhao K., Zheng K.Q., Structural behavior of prefabricated bamboo-lightweight concrete composite beams with perforated steel plate connectors, Archives of Civil and Mechanical Engineering 21(1)2021, str. 239-259
- [10] Wei Y., Chen S., Jiang J.F., Zhou M.Q., Zhao K., Experimental investigation of bamboo-concrete composite beams with threaded reinforcement connections, Journal of Sandwich Structures and Materials 24(1)2022, str. 601-626
- [11] Wang Z., Wei Y., Hu Y.F., Chen Y., Zhao K., An investigation of the flexural performance of bamboo-concrete composite beams with precast light concrete slabs and dowel connectors, Journal of Building Engineering 41(2021), 102759
- [12] Ge W., Zhang Z., Guan Z., Ashour A., Ge Y., Chen Y., Jiang H., Sun Ch., Yao S., Yan W., Cao D., Numerical study on flexural and bond-slip behaviours of GFRP profiled-concrete composite beams with groove shear connector, Engineering Structures 275(2023), 115226
- [13] Chiniforush A. A., Valipour H. R., Bradford M. A., Akbar Nezhad A., Experimental and theoretical investigation of long-term performance of steel-timber composite beams, Engineering Structures 249(2021), 113314
- [14] Zhang Z., Qiu Z., Experimental study on bending properties of bamboo-wood composite beams with different tectonic patterns, Polymer Testing 118(2023), 107907
- [15] Chen S., Wei Y., Ding M., Zhao K., Zheng K., Combinatorial design and flexural behavior of laminated bamboo-timber composite beams, Thin-Walled Structures 181(2022), 109993
- [16] Duan Y., Zhang J., Tong K., Wu P., Li Y., The effect of interfacial slip on the flexural behavior of steel-bamboo composite beams, Structures 32(2021), str. 2060-2072
- [17] Ding J., Wang X., Ge Y., Zhang J., Shan Q., Xu S., Wang J., Li Y., Experimental and nonlinear analytical investigation of the flexural performance of single-box double-chamber steel-bamboo composite beams, Thin-Walled Structures 183(2023), 110424
- [18] Zhao L., Xi F., Wang X., Mechanical performance of aluminum reinforced wood plastic composites under axial tension: an experimental and numerical investigation, Journal of Wood Science volume 67(2021), str. 1-8
- [19] Zhao L., Xi F., Flexural performance of reinforced aluminum-wood-plastic composite beam: An experimental and numerical investigation, Thin-Walled Structures 180(2022), 109910
- [20] Sheta A., Ma X., Zhuge Y., ElGawady M., Mills J., Abd-Elaal E., Flexural strength of innovative thin-walled composite cold-formed steel/PE-ECC beams, Engineering Structures 267(2022), 114675
- [21] Zhang P., Lv X., Liu Y., Zou X., Li Y., Wang J., Sheikh S.A., Novel fiber reinforced polymers (FRP)-ultrahigh performance concrete (UHPC) hybrid beams with improved shear performance, Construction and Building Materials 286(2021), 122720
- [22] Zou Y., Yu K., Heng J., Zhang Z., Peng H., Wu Ch., Wang X., Feasibility study of new GFRP grid web - Concrete composite beam, Composite Structures 305(2023), 116527
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-13500982-58e3-4e46-81e9-a948bd2d5190