TY - GEN
T1 - Experimental and Numerical Modeling of Polypropylene Fiber Reinforced Concrete Notched Beam
AU - Sukmajaya, Pannadipa Putera
AU - Piscesa, Bambang
AU - Setiamanah, Danny Triputra
AU - Komara, Indra
AU - Sutrisno, Wahyuniarsih
AU - Faimun, Faimun
AU - Suprobo, Priyo
N1 - Publisher Copyright:
© The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd. 2025.
PY - 2025
Y1 - 2025
N2 - This paper presents a numerical modeling approach using a 3D nonlinear finite element package to investigate the stress–strain behavior and the impact of polypropylene fibers on a notched beam. Polypropylene fibers have shown promising results in improving the mechanical properties of concrete. In this study, a notched beam with a 1.25% volume fraction of polypropylene fibers was subjected to three-point bending conditions to evaluate the behavior of polypropylene fiber-reinforced concrete. The in-house 3D nonlinear finite element analysis package, 3D-NLFEA, simulated the three-point bending conditions using a plasticity-fracture concrete model. This research aims to demonstrate the effects of adding polypropylene fibers on the mechanical properties of the notched beam, comparing it with plain concrete. Additionally, this analysis provides insights into deformation, peak load, crack pattern, post-peak behavior, and stress–strain characteristics of polypropylene fiber-reinforced concrete compared to plain concrete.
AB - This paper presents a numerical modeling approach using a 3D nonlinear finite element package to investigate the stress–strain behavior and the impact of polypropylene fibers on a notched beam. Polypropylene fibers have shown promising results in improving the mechanical properties of concrete. In this study, a notched beam with a 1.25% volume fraction of polypropylene fibers was subjected to three-point bending conditions to evaluate the behavior of polypropylene fiber-reinforced concrete. The in-house 3D nonlinear finite element analysis package, 3D-NLFEA, simulated the three-point bending conditions using a plasticity-fracture concrete model. This research aims to demonstrate the effects of adding polypropylene fibers on the mechanical properties of the notched beam, comparing it with plain concrete. Additionally, this analysis provides insights into deformation, peak load, crack pattern, post-peak behavior, and stress–strain characteristics of polypropylene fiber-reinforced concrete compared to plain concrete.
KW - Fiber Reinforced Concrete
KW - Notched Beam
KW - Plasticity-Fracture Model
KW - Polypropylene
UR - https://www.scopus.com/pages/publications/105001410693
U2 - 10.1007/978-981-97-7898-0_31
DO - 10.1007/978-981-97-7898-0_31
M3 - Conference contribution
AN - SCOPUS:105001410693
SN - 9789819778973
T3 - Lecture Notes in Mechanical Engineering
SP - 279
EP - 287
BT - Smart Innovation in Mechanical Engineering - Select Proceedings of ICOME 2023
A2 - El Kharbachi, Abdel
A2 - Wijayanti, Ika Dewi
A2 - Suwarta, Putu
A2 - Tolj, Ivan
PB - Springer Science and Business Media Deutschland GmbH
T2 - 6th International Conference on Mechanical Engineering, ICOME 2023
Y2 - 30 August 2023 through 31 August 2023
ER -