Laboratory tests of solid and hollow concrete beams made with glass waste

• Autorzy: Alharishawi Salam Salman Chiad , Rajaa Nagham , Jabur Aqeel Raheem

Identyfikatory

DOI

10.24425/ace.2023.147644

• Języki publikacji: EN

Abstrakty

EN

The application of used glazed waste in concrete production can improve the performance of the structure of the building. Flexural and shear behavior and action of reinforced Hollow Glass Concrete Beams (HGCB) and Solid Glass Concrete Beams (SGCB) made with glass waste under a two-point load are studied in this paper. In this work, 6 reinforced concrete solid and hollow beams were tested under a four-point bending test to evaluate and calculate the flexural behavior of SGCB and HGCB. For that purpose, Beams were prepared with 1000 mm length, 230 mm height, and 120 mm. All beams were divided into groups and named according to the space stirrups steel bar. The experimental work investigates five main variables which are: first: the comparison between SGCB and HGCB with the concrete beams made with glass waste (Glass Concrete Beam GCB), second: comparison between Solid Concrete Beams for Normal Concrete Beams (NCB), and GCB, three: comparison between Hollow Concrete Beams for NCB and GCB, four: the comparison between HGCB and HCB, last: the comparison between SGCB and SCB. The test results indicated that GCB was offered higher strength than NCB, but the load-slip behavior of all specimens is similar for both types of concretes, and the bond strength is not influenced by steel specimens. Furthermore, the results of this study indicated that the contribution of GCB to the load is indicated to be considerable. The results indicate that the hollow opening affected the ultimate load capacity and deflection of HGCB.

Słowa kluczowe

EN

hollow beam; concrete beam; glass waste; reinforcement steel; flexural strength; shear strength; crack

PL

belka betonowa; belka z otworami; odpad szklany; stal zbrojeniowa; wytrzymałość na zginanie; wytrzymałość na ścinanie; zarysowanie

• Wydawca: Komitet Inżynierii Lądowej i Wodnej PAN ; Politechnika Warszawska, Wydział Inżynierii Lądowej
• Czasopismo: Archives of Civil Engineering
• Rocznik: 2023
• Tom: Vol. 69, nr 4
• Strony: 5--20
• Opis fizyczny: Bibliogr. 21 poz., il., tab.

Twórcy

autor

Alharishawi Salam Salman Chiad

• Mustansiriyah University, College of Engineering, Environmental Engineering Department, Baghdad, Iraq

• https://orcid.org/0000-0002-4085-7952

autor

Rajaa Nagham

• Mustansiriyah University, College of Engineering, Highway and Transportation Engineering Department, Baghdad, Iraq

• https://orcid.org/0000-0002-4121-5193

autor

Jabur Aqeel Raheem

• Mustansiriyah University, College of Engineering, Civil Engineering Department, Baghdad, Iraq

• https://orcid.org/0000-0002-8028-8459

Bibliografia

• [1] S.S.C. Alharishawi, H. Abd, and S. Abass, “Employment of recycled wood waste in lightweight concrete production”, Archives of Civil Engineering, vol. 66, no. 4, pp. 675-688, 2020, doi: 10.24425/ace.2020.135244.
• [2] V.B. Veena and N.B. Rao, “Influence of glass powder on the properties of concrete”, International Journal of Engineering Trends and Technology (IJETT), vol. 16, no. 5, pp. 196-199, 2014, doi: 10.14445/22315381/IJETT-V16P242.
• [3] S.S. Chiad, “Stresses of hollow concrete beams”, Journal of Applied Sciences Research, vol. 9, no. 4, pp. 2880-2889, 2013.
• [4] S.S.C. Alharishawi, N. Rajaa, and L. Shihab, “Shear stresses of hollow lightweight concrete beams made with wood waste”, Archives of Civil Engineering, vol. 67, no. 1, pp. 657-672, 2021, doi: 10.24425/ace.2021.136495.
• [5] S. Alharishawi, H. Aljumaily, and N. Rajaa, “Subject review: a comparison of using recycled rubber as aggregate in concrete”, International Journal of Advances in Scientific Research and Engineering (IJASRE), vol. 7, no. 2, pp. 65-70, 2021, doi: 10.31695/IJASRE.2021.33974.
• [6] S. Alharishawi, N. Rajaa, and H. Aljumaily, “Subject review: a comparison of lightweight concrete madewith sawdust”, International Journal of Engineering Research and Advanced Technology (IJERAT), vol. 7, no. 2, pp. 1-5, 2021, doi: 10.31695/IJERAT.2021.3691.
• [7] H.K. Ammash, M.S. Muhammed, and A.H. Nahhab, “Using waste glass as fine aggregate in concrete”, Al-Qadisiya Journal For Engineering Sciences, vol. 2, no. 2, pp. 206-214, 2009.
• [8] S.S.C. Alharishawi, N. Rajaa, and A. Jabur, “Experimental investigation of using recycled glass waste as fine aggregate replacement in concrete”, Archives of Civil Engineering, vol. 67, no. 4, pp. 27-38, 2021, doi: 10.24425/ace.2021.138484.
• [9] A.A. Aliabdo, A.E.M. Abd Elmoaty, and A.Y. Aboshama, “Utilization of waste glass powder in the production of cement and concrete”, Construction and Building Materials, vol. 124, pp. 866-877, 2016, doi: 10.1016/j.conbuildmat.2016.08.016.
• [10] A.M. Matos and J. Sousa-Coutinho, “Durability of mortar using waste glass powder as cement replacement”, Construction and Building Materials, vol. 36, pp. 205-215, 2012, doi: 10.1016/j.conbuildmat.2012.04.027.
• [11] Y. Shao, et al., “Studies on concrete containing ground waste glass”, Cement and Concrete Research, vol. 30, no. 1, pp. 91-100, 2000, doi: 10.1016/S0008-8846(99)00213-6.
• [12] N. Schwarz and N. Neithalath, “Influence of a fine glass powder on cement hydration: comparison to fly ash and modeling the degree of hydration”, Cement and Concrete Research, vol. 38, no. 4, pp. 429-436, 2008, doi: 10.1016/j.cemconres.2007.12.001.
• [13] M.A. Al-hafiz, S.S. Chiad, and M.S. Farhan, “Flexural strength of reinforced concrete one-way opened slabs with and without strengthening”, Australian Journal of Basic and Applied Sciences, vol. 7, no. 6, pp. 642-651, 2013.
• [14] S.M. Omaran, et al., “Integrating BIM and game engine for simulation interactive life cycle analysis visualization”, in Computing in Civil Engineering 2019: Visualization, Information Modeling, and Simulation. American Society of Civil Engineers, 2019, pp. 120-128, doi: 10.1061/9780784482421.016.
• [15] A. Shayan and A. Xu, “Value-added utilisation of waste glass in concrete”, Cement and Concrete Research, vol. 34, no. 1, pp. 81-89, 2004, doi: 10.1016/S0008-8846(03)00251-5.
• [16] A. Parghi and M.A. Shahria, “Physical and mechanical properties of cementitious composites containing recycled glass powder (RGP) and styrene butadiene rubber (SBR)”, Construction and Building Materials, vol. 104, pp. 34-43, 2016, doi: 10.1016/j.conbuildmat.2015.12.006.
• [17] A. Sharma and A. Sangamnerkar, “Glass powder - a partial replacement for concrete”, International Journal of Core Engineering and Management, vol. 1, no. 11, pp. 86-93, 2015.
• [18] T. Bhagyasri, U. Prabhavathi, and N. Vidya, “Role of glass powder in mechanical strength of concrete”, International Journal of Advances in Mechanical and Civil Engineering, vol. 3, no. 3, pp. 74-78, 2016.
• [19] A. Tena-Colunga, L.A. Urbina-Californias, and H.I. Archundia-Aranda, “Cyclic behavior of continuous reinforced concrete haunched beams with transverse reinforcement designed to fail in shear”, Construction and Building Materials, vol. 151, pp. 546-562, 2017, doi: 10.1016/j.conbuildmat.2017.05.123.
• [20] A.A. Abbass, et al., “Flexural response of hollow high strength concrete beams considering different size reductions”, Structures, vol. 23, pp. 69-86, 2020, doi: 10.1016/j.istruc.2019.10.001.
• [21] B.J. Al-Eliwi, et al., “Behavior of reinforced lightweight aggregate concrete-filled circular steel tube columns under axial loading”, Structures, vol. 16, pp. 101-111, 2018, doi: 10.1016/j.istruc.2018.09.001.

Uwagi

Opracowanie rekordu ze środków MNiSW, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2024).