Application of Non-Linear Fiber Section Model on Spun Piles With and Without Concrete Infill Subjected to Cyclic Loading

Penulis

  • Estu Ema Apriliana
  • Candra Irawan
  • Priyo Suprobo

DOI:

https://doi.org/10.12962/j20861206.v39i1.7338

Kata Kunci:

Spun pile, fiber section, distributed plasticity, cyclic loading

Abstrak

This numerical analysis study predicts the behavior of spun piles with and without
concrete infill under cyclic flexural loading and constant axial load. A fiber
section using STKO pre- and post-processor for the OpenSEES program was
employed. Spun piles were modeled using displacement-based beam-column
elements with distributed plasticity and cyclic loading procedures with
displacement control. The numerical method proposed for this research was
verified by comparing it to reliable experimental results.

Unduhan

Diterbitkan

2025-07-21

Cara Mengutip

Apriliana , E. E. ., Irawan , C. ., & Suprobo, P. . (2025). Application of Non-Linear Fiber Section Model on Spun Piles With and Without Concrete Infill Subjected to Cyclic Loading. Journal of Civil Engineering, 39(1), 36. https://doi.org/10.12962/j20861206.v39i1.7338

Terbitan

Vol 39 No 1 (2024)

Bagian

Articles