Use of waste steel fibers from CNC scraps in shear-deficient reinforced concrete beams

被引:2
|
作者
Kalkan, Ilker [1 ]
Ozkilic, Yasin Onuralp [2 ,3 ]
Aksoylu, Ceyhun [4 ]
Mydin, Md Azree Othuman [5 ]
Martins, Carlos Humberto [6 ]
Hakeem, Ibrahim Y. [7 ,8 ]
Isik, Ercan [9 ]
Arslan, Musa Hakan [4 ]
机构
[1] Kirikkale Univ, Dept Civil Engn, TR-71450 Kirikkale, Turkiye
[2] Necmettin Erbakan Univ, Dept Civil Engn, TR-42100 Konya, Turkiye
[3] Lebanese Amer Univ, Dept Civil Engn, Byblos, Lebanon
[4] Konya Tech Univ, Dept Civil Engn, TR-42130 Konya, Turkiye
[5] Univ Sains Malaysia, Sch Housing Bldg & Planning, George Town 11800, Malaysia
[6] Univ State Maringa, Dept Civil Engn, Maringa, Brazil
[7] Najran Univ, Coll Engn, Civil Engn Dept, King Abdulaziz Rd, Najran 66454, Saudi Arabia
[8] Najran Univ, Sci & Engn Res Ctr, Najran, Saudi Arabia
[9] Bitlis Eren Univ, Dept Civil Engn, TR-13100 Bitlis, Turkiye
关键词
deformation ductility index; diagonal tension; energy absorption capacity; recycled scraps; shear-deficient beam; shear-dominated failure; waste materials; RC BEAMS; FLEXURAL BEHAVIOR; STRENGTH; ASH;
D O I
10.12989/scs.2023.49.2.245
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The present paper summarizes the results of an experimental program on the influence of using waste lathe scraps in the concrete mixture on the shear behavior of RC beams with different amounts of shear reinforcement. Three different volumetric ratios (1, 2 and %3) for the scraps and three different stirrup spacings (160, 200 and 270 mm) were adopted in the tests. The shear span-to-depth ratios of the beams were 2.67 and the stirrup spacing exceeded the maximum spacing limit in the building codes to unfold the contribution of lathe scraps to the shear resistances of shear-deficient beams, subject to shear-dominated failure (shear-tension). The experiments depicted that the lathe scraps have a pronounced contribution to the shear strength and load-deflection behavior of RC beams with widely-spaced stirrups. Namely, with the addition of 1%, 2% and 3% waste lathe scraps, the load-bearing capacity escalated by 9.1%, 21.8% and 32.8%, respectively, compared to the reference beam. On the other hand, the contribution of the lathe scraps to the load capacity decreases with decreasing stirrup spacing, since the closely-spaced stirrups bear the shear stresses and render the contribution of the scraps to shear resistance insignificant. The load capacity, deformation ductility index (DDI) and modulus of toughness (MOT) values of the beams were shown to increase with the volumetric fraction of scraps if the stirrups are spaced at about two times the beam depth. For the specimens with a stirrup spacing of about the beam depth, the scraps were found to have no considerable contribution to the load capacity and the deformation capacity beyond the ultimate load. In other words, for lathe scrap contents of 1-3%, the DDI values increased by 5-23% and the MOT values by 63.5-165% with respect to the reference beam with a stirrup spacing of 270 mm. The influence of the lathe scraps to the DDI and MOT values were rather limited and even sometimes negative for the stirrup spacing values of 160 and 200 mm.
引用
收藏
页码:245 / 255
页数:11
相关论文
共 50 条
  • [1] Influence of steel fibers extracted from waste tires on shear behavior of reinforced concrete beams
    Rashid, Khuram
    Balouch, Nosheen
    STRUCTURAL CONCRETE, 2017, 18 (04) : 589 - 596
  • [2] Repair and strengthening of shear-deficient reinforced concrete beams using Carbon Fiber Reinforced Polymer
    Karzad, Abdul Saboor
    Leblouba, Moussa
    Al Toubat, Salah
    Maalej, Mohammed
    COMPOSITE STRUCTURES, 2019, 223
  • [3] Reliability assessment of shear-deficient reinforced concrete beams externally bonded by FRP sheets having different configurations
    Shahriari, S.
    Naderpour, H.
    STRUCTURES, 2020, 25 : 730 - 742
  • [4] Repair of shear-deficient and sulfate-damaged reinforced concrete beams using FRP composites
    Haddad, R. H.
    Al-Rousan, R. Z.
    Al-Sedyiri, B. Kh.
    ENGINEERING STRUCTURES, 2013, 56 : 228 - 238
  • [5] Shear capacity of reinforced concrete beams with recycled steel fibers
    Muneam, Ali K.
    Makki, Ragheed F.
    OPEN ENGINEERING, 2023, 13 (01):
  • [6] Finite-Element Analysis of Textile-Reinforced Mortar Strengthening of Shear-Deficient Reinforced Concrete Beams
    Parvin, Azadeh
    Alhusban, Mohannad
    JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2022, 26 (04)
  • [7] How do steel fibers improve the shear capacity of reinforced concrete beams without stirrups?
    Lantsoght, Eva O. L.
    COMPOSITES PART B-ENGINEERING, 2019, 175
  • [8] Improving the structural behavior of shear-deficient RC deep beams using steel fibers: Experimental, numerical and probabilistic approach
    Abbas, Yassir M.
    Tuken, Ahmet
    Siddiqui, Nadeem A.
    JOURNAL OF BUILDING ENGINEERING, 2022, 46
  • [9] Shear retrofitting of reinforced concrete beams with steel fiber reinforced concrete
    Ruano, Gonzalo
    Isla, Facundo
    Pedraza, Rodrigo Isas
    Sfer, Domingo
    Luccioni, Bibiana
    CONSTRUCTION AND BUILDING MATERIALS, 2014, 54 : 646 - 658
  • [10] Investigation on Improvement in Shear Performance of Reinforced-Concrete Beams Produced with Recycled Steel Wires from Waste Tires
    Aksoylu, Ceyhun
    Ozkilic, Yasin Onuralp
    Hadzima-Nyarko, Marijana
    Isik, Ercan
    Arslan, Musa Hakan
    SUSTAINABILITY, 2022, 14 (20)