Performance of aerated lightweighted concrete using aluminum lathe and pumice under elevated temperature

被引:7
作者
Alharthai, Mohammad [1 ]
Ozkilic, Yasin Onuralp [2 ]
Karalar, Memduh [3 ]
Mydin, Md Azree Othuman [4 ]
Ozdoner, Nebi [2 ]
Celik, Ali Ihsan [5 ]
机构
[1] Najran Univ, Coll Engn, Dept Civil Engn, Najran 66462, Saudi Arabia
[2] Necmettin Erbakan Univ, Fac Engn, Dept Civil Engn, Konya, Turkiye
[3] Zonguldak Bulent Ecevit Univ, Fac Engn, Dept Civil Engn, TR-67100 Zonguldak, Turkiye
[4] Univ Sains Malaysia, Sch Housing Bldg & Planning, Gelugor 11800, Penang, Malaysia
[5] Kayseri Univ, Tomarza Mustafa Akincioglu Vocat Sch, Dept Construct, TR-38940 Kayseri, Turkiye
关键词
aluminum lathe; compressive strength; flexural strength; pumice; splitting tensile strength; MECHANICAL-PROPERTIES; LIMESTONE POWDER; CEMENT; WASTE; REPLACEMENT; AGGREGATE; DURABILITY; BEHAVIOR; ASH;
D O I
10.12989/scs.2024.51.3.271
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The primary objective of this study is to investigate the production and performance characteristics of structural concrete incorporating varying proportions (0%, 25%, and 50% by volume) of pumice stone, as well as aluminum lathe as an additive at 0%, 1%, 2%, and 3%, under fire conditions. The experiment will be conducted over a period of up to 1 hour, at temperatures ranging from 24 degrees C, 200 degrees C, 400 degrees C and 600 degrees C. For the purpose of this, a total of twelve test samples were manufactured, and then tests of compressive strength (CS), splitting tensile strength (STS), and flexural strength (FS) were performed on these samples. Next, a comparison was made between the obtained values and the influence of temperature. To achieve this objective, the manufactured samples were placed at temperatures of 200 degrees C, 400 degrees C, and 600 degrees C for a duration of 1 hour, and were subjected to the influence of temperature. These values at 24 degrees C were then contrasted with the CS results obtained from test samples that were subjected to the temperature effect for an hour at 200 degrees C, 400 degrees C, and 600 degrees C. A comprehensive analysis of the test outcomes reveals that the incorporation of aluminum lathe wastes into a mixture results in a significant reduction in the compressive strength of the concrete. As a result of this adjustment, the CS values dropped by 32.93%, 45.70%, and 52.07%, respectively. Furthermore, It was shown that testing the ratios of pumice stone alone resulted in a decrease in CS outcomes. Additionally, it was found that the presence of higher temperatures is clearly the primary factor contributing to the decrease in the strength of concrete. Due to elevated temperatures, the CS values decreased by 19.88%, 28.27%, and 38.61% respectively. After this investigation, an equation that explains the connection between CS and STS was provided through the utilization of the data of the experiments that were carried out.
引用
收藏
页码:271 / 288
页数:18
相关论文
共 87 条
  • [1] A.S.f.T.M.C.C.-o.a.C.A, 2007, Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory
  • [2] Abdulazeez A.S., 2020, Int. J. Eng. Res. Tech., P379
  • [3] Optimisation of using lightweight aggregates in mitigating autogenous deformation of concrete
    Akcay, Burcu
    Tasdemir, Mehmet Ali
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2009, 23 (01) : 353 - 363
  • [4] Ali M., 2021, 2021 3 INT SUST RES
  • [5] Central composite design application in the optimization of the effect of pumice stone on lightweight concrete properties using RSM
    Ali, Mujahid
    Kumar, Abhinav
    Yvaz, A.
    Salah, Bashir
    [J]. CASE STUDIES IN CONSTRUCTION MATERIALS, 2023, 18
  • [6] Experimental and analytical investigation on the confinement behavior of low strength concrete under axial compression
    Ali, Mujahid
    Abbas, Sheraz
    de Azevedo, Afonso Rangel Garcez
    Marvila, Markssuel Teixeira
    Khan, Muhammad Imran
    Rafiq, Waqas
    [J]. STRUCTURES, 2022, 36 : 303 - 313
  • [7] A comprehensive review on properties of sustainable concrete using volcanic pumice powder ash as a supplementary cementitious material
    Alqarni, Ali S.
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2022, 323
  • [8] Waste foundry sand in concrete: A review
    Bhardwaj, Bavita
    Kumar, Pardeep
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2017, 156 : 661 - 674
  • [9] Bhavana N., 2017, IRJET, V4, P3071
  • [10] Mechanical and thermal properties of lightweight concrete produced with polyester-coated pumice aggregate
    Bideci, Alper
    Bideci, Ozlem Salli
    Ashour, Ashraf
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2023, 394