Araştırma Makalesi

Effect of Void Geometry on the Structural Behavior of Biaxial Voided Slabs: A Nonlinear Finite Element Analysis

Sayı: Advanced Online Publication Erken Görünüm Tarihi: 30 Haziran 2026
PDF İndir
EN TR

Effect of Void Geometry on the Structural Behavior of Biaxial Voided Slabs: A Nonlinear Finite Element Analysis

Öz

This study examines the influence of void geometry on the structural performance of biaxial voided reinforced concrete slabs using nonlinear finite element (FE) analysis in ANSYS Workbench 2022 R1. Seven void configurations—spherical, cubic, elliptical, ellipsoidal, capsule, biaxial capsule, and donut—were evaluated under identical material properties, loading, boundary conditions, and equivalent total concrete volume. This approach ensures that performance differences arise from geometric material distribution rather than increased material quantity. This controlled framework enables the isolated assessment of geometric effects on slab stiffness, load capacity, and deflection behavior. In addition, a solid slab with equivalent concrete volume, achieved by reducing its thickness, was analyzed as a reference case to evaluate the structural benefits of void incorporation. All voided slabs were subjected to incremental loading up to a maximum load of 1500 kN and maintained adequate structural performance throughout the loading process. Among the investigated configurations, the ellipsoidal and elliptical void geometries exhibited the most favorable response, characterized by the smallest midspan deflections of 19.79 mm and 20.38 mm, respectively. These results confirm that void geometry plays a significant role in governing slab stiffness and structural efficiency. In contrast, the solid slab with equivalent concrete volume failed at a load of 895 kN and exhibited the largest midspan deflection of 52.93 mm, indicating lower stiffness and reduced load-carrying capacity compared to the voided configurations. Overall, elongated void shapes—particularly ellipsoidal, elliptical, capsule, and biaxial capsule—provide an effective balance between stiffness and strength, offering practical guidance for the design of lightweight, material-efficient biaxial voided slab systems.

Anahtar Kelimeler

Kaynakça

  1. Ching, F. D., Onouye, B. S., Zuberbuhler, D. Building structures illustrated: patterns, systems, and design. John Wiley & Sons, 2014.
  2. Kamara, M., Mahamid, M., Novak, L. C., Historical perspective on the evolution of two-way slab design. Special Publication, 287, 1-10, 2012.
  3. Van Acker, A., Maas, S., Historical development of Hollow Core slabs. Concrete Plant International, 2, 112-123, 2021.
  4. Lai, T., Structural behavior of BubbleDeck® slabs and their application to lightweight bridge decks (Doctoral dissertation, Massachusetts Institute of Technology), 2010.
  5. Churakov, A., Biaxial hollow slab with innovative types of voids. Stroitel'stvo Unikal'nyh Zdanij i Sooruzenij, (6), 70, 2014.
  6. Midkiff, C. J., Plastic voided slab systems: applications and design, M.Sc. Thesis, Kansas State University USA, 2013.
  7. Suman, S., Mukherjee, S., Roy, D. K. S., A comparative review on bubble-voided reinforced concrete slab–An innovative concept for lightweight concreting. Materials Today: Proceedings, 2023.
  8. Cobiax USA Inc., Environmental product declaration: In-situ concrete slab with void formers (CLS-range). Cobiax USA Inc., 2023, https://www.arcat.com/certificates /cobiax_usa/Cobiax_USA_EPD_07122023_Cradle_to_Gate.pdf

Ayrıntılar

Birincil Dil

İngilizce

Konular

İnşaat Mühendisliğinde Sayısal Modelleme, İnşaat Yapım Mühendisliği, Yapı Mühendisliği

Bölüm

Araştırma Makalesi

Erken Görünüm Tarihi

30 Haziran 2026

Yayımlanma Tarihi

-

Gönderilme Tarihi

2 Aralık 2025

Kabul Tarihi

26 Haziran 2026

Yayımlandığı Sayı

Yıl 2026 Sayı: Advanced Online Publication

Kaynak Göster

APA
Kütük, N., Özakça, M., & Karataş, E. E. (2026). Effect of Void Geometry on the Structural Behavior of Biaxial Voided Slabs: A Nonlinear Finite Element Analysis. Turkish Journal of Civil Engineering, Advanced Online Publication. https://doi.org/10.18400/tjce.1834499
AMA
1.Kütük N, Özakça M, Karataş EE. Effect of Void Geometry on the Structural Behavior of Biaxial Voided Slabs: A Nonlinear Finite Element Analysis. tjce. 2026;(Advanced Online Publication). doi:10.18400/tjce.1834499
Chicago
Kütük, Nursel, Mustafa Özakça, ve Esra Eylem Karataş. 2026. “Effect of Void Geometry on the Structural Behavior of Biaxial Voided Slabs: A Nonlinear Finite Element Analysis”. Turkish Journal of Civil Engineering, sy Advanced Online Publication. https://doi.org/10.18400/tjce.1834499.
EndNote
Kütük N, Özakça M, Karataş EE (01 Haziran 2026) Effect of Void Geometry on the Structural Behavior of Biaxial Voided Slabs: A Nonlinear Finite Element Analysis. Turkish Journal of Civil Engineering Advanced Online Publication
IEEE
[1]N. Kütük, M. Özakça, ve E. E. Karataş, “Effect of Void Geometry on the Structural Behavior of Biaxial Voided Slabs: A Nonlinear Finite Element Analysis”, tjce, sy Advanced Online Publication, Haz. 2026, doi: 10.18400/tjce.1834499.
ISNAD
Kütük, Nursel - Özakça, Mustafa - Karataş, Esra Eylem. “Effect of Void Geometry on the Structural Behavior of Biaxial Voided Slabs: A Nonlinear Finite Element Analysis”. Turkish Journal of Civil Engineering. Advanced Online Publication (01 Haziran 2026). https://doi.org/10.18400/tjce.1834499.
JAMA
1.Kütük N, Özakça M, Karataş EE. Effect of Void Geometry on the Structural Behavior of Biaxial Voided Slabs: A Nonlinear Finite Element Analysis. tjce. 2026. doi:10.18400/tjce.1834499.
MLA
Kütük, Nursel, vd. “Effect of Void Geometry on the Structural Behavior of Biaxial Voided Slabs: A Nonlinear Finite Element Analysis”. Turkish Journal of Civil Engineering, sy Advanced Online Publication, Haziran 2026, doi:10.18400/tjce.1834499.
Vancouver
1.Nursel Kütük, Mustafa Özakça, Esra Eylem Karataş. Effect of Void Geometry on the Structural Behavior of Biaxial Voided Slabs: A Nonlinear Finite Element Analysis. tjce. 01 Haziran 2026;(Advanced Online Publication). doi:10.18400/tjce.1834499