Research Articles | Challenge Journal of Structural Mechanics

Effects of pre-cracked reinforced concrete in compression zone on prefabricated RC beam behavior

Mahmut Cem Yılmaz


DOI: https://doi.org/10.20528/cjcrl.2023.02.004
View Counter: Abstract | 627 times | ‒ Full Article | 361 times |

Full Text:

PDF

Abstract


Cracks can occur in the compression zone of a beam cross section, in the middle part of the span due to different reasons. For instance, due to accidents happened during transportation of the prefabricated Reinforced Concrete (RC) beams on manufacturing site. In this study, effects of such cracks on the behavior of RC beams are investigated experimentally. Compression strength of concrete and intensity degree of pre-created cracks were adopted as test parameters. A total of eight RC beam specimens were tested under the effect of bending, applying three-point loading. According to the results it was observed that the pre-cracked RC beams had almost the same strength with the reference beams; but bending stiffness of the RC beams decreased when the intensity of the cracks increased relatively.


Keywords


prefabricated RC beam; cracks intensity; bending; stiffness

References


Castel A, François R (2013). Calculation of the overall stiffness and irreversible deflection of cracked reinforced concrete beams. Advances in Structural Engineering, 16(12), 2035-2042.

Castel A, Vidal T, François R (2012). Finite-element modeling to calculate the overall stiffness of cracked reinforced concrete beams. Journal of Structural Engineering, 138(7), 889-898.

Castel A, Gilbert RI, Ranzi G (2013). Overall stiffness reduction of cracked reinforced concrete beams due to long term effects. In Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete: A Tribute to Zdeňk P. Bažant, 443-450.

Castel A, Gilbert RI, Ranzi G (2014). Instantaneous stiffness of cracked reinforced concrete including steel-concrete interface damage and long-term effects. Journal of Structural Engineering, 140(6), 04014021.

Pan Z, Li B, Lu Z (2014). Effective shear stiffness of diagonally cracked reinforced concrete beams. Engineering Structures, 59, 95-103.

Rahman MA, Ayano T, Sakata K (1998). The use of physical phenomena to predict time effects in cracked reinforced concrete beams. Magazine of Concrete Research, 50(3), 219-227.

Sryh L, Forth J (2022). Long-term flexural behaviour of cracked reinforced concrete beams with recycled aggregate. International Journal of Concrete Structures and Materials, 16(1), 19.

Xu T, Castel A (2016). Modeling the dynamic stiffness of cracked reinforced concrete beams under low-amplitude vibration loads. Journal of sound and Vibration, 368, 135-147.

Xu T, Castel A, Gilbert RI (2018a). On the reliability of serviceability calculations for flexural cracked reinforced concrete beams. Structures, 13, 201-212.

Xu T, Huang J, Castel A, Zhao R, Yang C (2018b). Influence of steel–concrete bond damage on the dynamic stiffness of cracked reinforced concrete beams. Advances in Structural Engineering, 21(13), 1977-1989.

Xu T, Zhu L, Castel A, Gilbert RI (2018c). Assessing immediate and time-dependent instantaneous stiffness of cracked reinforced concrete beams using residual cracks. Journal of Structural Engineering, 144(4), 04018022.

Zhang S, Hamed E (2020,). Application of various creep analysis methods for estimating the time-dependent behavior of cracked concrete beams. Structures, 25, 127-137.


Related Articles

  • Tolga Yılmaz, Hasan Selim Şengel
    Challenge Journal of Structural Mechanics (2022) 8(3) 122-132
    Reinforced concrete (RC) structural members may be subjected to impact load besides quasi-static load or other dynamic loads like earthquake and wind loads in their service periods. Many research emphasized that although impact load acts on structural members ...
  • Tolga Yılmaz, Mustafa Sertçelik, Hasan Selim Şengel
    Challenge Journal of Structural Mechanics (2023) 9(4) 153-162
    Recently, structural engineers have tended to design stronger and lighter structures due to economic reasons, technical developments in computer-aided design, and improvements in manufacturing. The demand for designing stronger and lighter structures has led t...
  • Abdulhadi Koşatepe, Casim Yazici
    Challenge Journal of Structural Mechanics (2023) 9(2) 68-76
    In this study, it is aimed to investigate the properties of the most commonly used metal and alloy steel materials, which are used in our country and in the world as engineering materials, under the influence of fire of the rebar in the concrete. Inspection st...
  • Abdullah Demir, Uğur Polat
    Challenge Journal of Structural Mechanics (2023) 9(2) 48-54
    Cables are invaluable members for some applications of engineering. The specialty is due to its behavior under transverse loads. Having almost no rigidity in transverse direction makes cables different from other structural elements. In most applications, cabl...
  • Yasin Duysak, Sinan Melih Nigdeli, Gebrail Bekdaş
    Challenge Journal of Concrete Research Letters (2024) 15(4) 134-141
    Section design is an important process for designing reinforced concrete structures because of the existence of factors such as bearing capacity and cost. After defining the initial cross sections for reinforced concrete elements, reinforcement amounts are cal...