Research Articles | Challenge Journal of Concrete Research Letters

Behavior of Ferrocement Sandwich Panels Slabs under Shear

Amal Abdel-Hady Nasser

View Counter: Abstract | 1512 times | ‒ Full Article | 552 times |

Full Text:

PDF

Abstract


A sandwich panel consists of two thin skin layers of ferrocement layers; separated by a thick layer of polystyrene core. This type is considered a light weight building materials section. Effect of silica fume on concrete properties was investigated to determine the optimum percentage of silica fume as cement replacement. Twelve composite slabs 120cm*120cm and 14cm thick were cast. Light weight composite slabs were subjected to central load. The use of metal mesh was proposed as a viable alternative to ordinary steel bars in reinforcing ferrocement plates. Additional mild steel bars were used with steel mesh to enhance the mechanical behavior of the composite slab. Using lightweight materials lead to decrease the weight of structural member's and consequently decrease the overall dead load of the building. The study included comparisons between flexural strength, crack pattern, first crack load, and deflection under different stages of loading of the tested sandwich panels.

Keywords


ferrocement; sandwich panels; light weight; composite section; steel mesh

References


Fahmy, E. H.; Shaheen, Y.B.; and Korany, Y.S., Repairing Reinforced Concrete Columns Using Ferrocement Laminates, Journal of Ferrocement: (1999) Vol. 29, No. 2, pp. 115-124.

Fahmy, E. H.; Shaheen, Y. B.; and Abou Zeid, M. N., Development of Ferrocement Panels for Floor and Wall Construction, 5th Structural Specialty Conference of the Canadian Society for Civil Engineering, (2004) June 2-5.

American Concrete Institute, ACI Committee 549-1R-88. Guide for the design, construction, and repair of ferrocement. Manual of Concrete Practice, Framington Hill, Michigan, USA. (2006). 549.1R-1-549.1R-30.

Naaman, A.E. (2000) Ferrocement and laminated cementitious composites. Michigan: Techno Press.

Fahmy, E. H.; Shaheen, Y. B.; and Abou Zeid, M. N., Ferrocement Sandwich and Cored Panels for Floor and Wall Construction. Proceedings of the 29th Conference on Our World in Concrete & Structures (2004), 245-252.

Bin Mu and Christian Meyer, "Bending and Punching Shear Strength of Fiber-Reinforced Glass Concrete Slabs", ACI Materials Journal, 2003, Volume: 100, Issue: 2, pages(s): 127-132.

Tazaly, Z., Punching Shear Capacity of Fibre Reinforced Concrete Slabs with Conventional Reinforcement, MSc. Thesis (2011), Royal Institute of Technology, Stockholm, Sweden

Lee, S.; Moon, J.; Park, K.; and Bae K.; Strength of Footing with Punching Shear Preventers, Scientific World Journal (2014) Volume, 15p

Wosatko, A.; Pamin, J.; Polak, M.A., Application of Damage–Plasticity Models in Finite Element Analysis of Punching Shear, Computers and Structures Journal (2015), Vol.151, , pp.73–85.

Shah, A.A., Applications of Ferrocement in Strengthening of Unreinforced Masonry Columns, International Journal of Geology, Issue 1, Volume 5 (2011), pp.21-27.

Subramanian, N., "Alternative Punching Shear Reinforcement for RC Flat Slabs", The Indian Concrete Journal, January (2014), pp. 33-44.

Standard Specifications for Portland cement, ASTM (C150).

Egyptian Standard Specifications. (ESS.1109/1971).

Ferrocement Model Code, Reported by IFS Committee 10, January 2001; (c) Commentary.

Standard Specification for Chemical Admixtures for Concrete ASTM (C 494/C 494M – 99)

Standard Specification for Use of Silica Fume as a Mineral Admixture in Hydraulic- Cement Concrete, Mortar, and Grout ASTM (C1240)

Standard Test Method for Slump of Hydraulic-Cement Concrete ASTM (C 143/C 143M)


Related Articles

  • Yousry B. I. Shaheen, Zeinab A. Etman, Aya M. Elrefy
    Challenge Journal of Concrete Research Letters (2022) 13(1) 5-27
    The main objective of the following work is to study the effect of using different types of metallic and non-metallic mesh reinforcement materials on the flexural behavior of ferrocement hollow-cored panels as a viable alternative for conventional reinforced c...
  • Ghada Mousa Hekal, Ayman Magdy Moawad Elshaboury, Yousry B. I. Shaheen
    Challenge Journal of Concrete Research Letters (2024) 15(2) 30-46
    The primary objective of this investigation is to assess the influence of openings on the structural performance of ferrocement I-beams, incorporating diverse metallic and non-metallic mesh reinforcements. Sixteen beams underwent testing utilizing a four-point...
  • Kamel Kandil, Mostafa El-Shami, Ghada Mousa Hekal, Osama Magdy ElGouhary
    Challenge Journal of Concrete Research Letters (2025) 16(2) 95-114
    This study investigates the behavior of multi-cell steel columns (MCCs) under impact loading through both experimental and numerical analysis. Twelve specimens, including single-cell columns (SCC) and four-cell MCC configurations, were tested in empty and conc...
  • P Pandimani
    Challenge Journal of Concrete Research Letters (2025) 16(1) 1-14
    Dam structure contributes to the socio-economic development of a country but zero probability of failure of such structure is a design concern. Hence, it is essential to monitor the dam condition under the fluctuating reservoir water and the vibration effect. ...
  • Yousry B. I. Shaheen, Zeinab A. Etman, Ahmed A. F. Mohamed
    Challenge Journal of Structural Mechanics (2024) 10(4) 116-137
    The construction sector is a major contributor to resource consumption and waste generation. Therefore, developing more efficient and sustainable materials and infrastructure is a top priority for achieving the Sustainable Development Goals. This research aims...