Fiber-reinforced lightweight concrete slabs for the maintenance of the Soleri Viaduct

被引:14
|
作者
Fantilli, Alessandro P. [1 ]
Cavallo, Alessio D. [2 ]
Pistone, Giuseppe [2 ]
机构
[1] Politecn Torino, Dept Struct Bldg & Geotech Engn, I-10129 Turin, Italy
[2] Politecn Torino, Dept Architecture & Design, I-10129 Turin, Italy
关键词
Lightweight concrete; Fiber-reinforced concrete; Minimum reinforcement; Beams; Slabs; MINIMUM REINFORCEMENT; TUNNEL LININGS; RATIO;
D O I
10.1016/j.engstruct.2015.04.045
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The Soleri Viaduct, one of the most important infrastructures in Northern Italy, has been used as an access road to the town of Cuneo for more than 80 years. It crosses the River Stura di Demonte and is about 750 m long. In a special maintenance project of the Viaduct, the current reinforced concrete slabs of the sidewalk zones need to be substituted by similar structures, but made with lightweight concrete and without the traditional steel reinforcing bars. A full-scale experimental program was performed on the new slabs to evaluate the effectiveness of the unconventional reinforcement, which consists of polymer fibers randomly dispersed within a cementitious matrix. As a result, an analogy can be drawn between the evaluation of the minimum amount of fibers and the computation of the minimum reinforcement ratio in concrete beams. A general approach, aimed at designing slightly reinforced concrete structures, is therefore introduced and applied for the fiber-reinforced lightweight concrete slabs investigated herein. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:184 / 191
页数:8
相关论文
共 50 条
  • [31] PUNCHING SHEAR-STRENGTH OF STEEL FIBER-REINFORCED CONCRETE SLABS
    TAN, KH
    PARAMASIVAM, P
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 1994, 6 (02) : 240 - 253
  • [32] Bending and punching shear strength of fiber-reinforced glass concrete slabs
    Mu, B
    Meyer, C
    ACI MATERIALS JOURNAL, 2003, 100 (02) : 127 - 132
  • [33] Fracture of plain and fiber-reinforced concrete slabs under monotonic loading
    Roesler, JR
    Lange, DA
    Altoubat, SA
    Rieder, KA
    Ulreich, GR
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2004, 16 (05) : 452 - 460
  • [34] Punching Shear Characterization of Steel Fiber-Reinforced Concrete Flat Slabs
    Mohammed A.H.
    Mubarak H.M.
    Hussein A.K.
    Abulghafour T.Z.
    Nassani D.E.
    HighTech and Innovation Journal, 2022, 3 (04): : 483 - 490
  • [35] Influence of toughness on the apparent cracking load of fiber-reinforced concrete slabs
    Bernard, Erik Stefan
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2006, 132 (12): : 1976 - 1983
  • [36] Cracking of composite fiber-reinforced concrete foundation slabs due to shrinkage
    Maj, Marek
    Ubysz, Andrzej
    MATERIALS TODAY-PROCEEDINGS, 2021, 38 : 2092 - 2098
  • [37] The maintenance of bridge structures: the case of the Soleri Viaduct in Cuneo
    Pistone, G.
    Cavallo, A. D.
    Enrici, R.
    Nicola, S.
    BRIDGE MAINTENANCE, SAFETY, MANAGEMENT, RESILIENCE AND SUSTAINABILITY, 2012, : 3656 - 3662
  • [38] Punching shear strength of glass fiber-reinforced polymer reinforced concrete flat slabs
    Hassan, Mohamed
    Ahmed, Ehab A.
    Benmokrane, Brahim
    CANADIAN JOURNAL OF CIVIL ENGINEERING, 2013, 40 (10) : 951 - 960
  • [39] Evaluation of fire endurance of concrete slabs reinforced with fiber-reinforced polymer bars - Discussion
    Gamble, WL
    Kodur, VKR
    Bisby, LA
    JOURNAL OF STRUCTURAL ENGINEERING, 2006, 132 (02) : 324 - 324
  • [40] Serviceability of concrete bridge deck slabs reinforced with fiber-reinforced polymer composite bars
    El-Salakawy, E
    Benmokrane, B
    ACI STRUCTURAL JOURNAL, 2004, 101 (05) : 727 - 736