Creep behavior of composite cylinders: effects of thermal gradients, reinforcement, and residual stress
This study presents a detailed numerical investigation of creep-induced stress and strain distributions in particle-reinforced composite cylinders under combined internal pressure, thermal gradients, and residual stress using an explicit finite difference method. The model incorporates steady-state creep, radial thermal variation, and reinforcement effects, and was validated against experimental data from previous research. The tangential stress peaks at 1.2 × 105 MPa near mid-thickness (0.08 m), while radial stress increases from 0.05 × 104 MPa at the inner radius to 0.88 × 105 MPa at the outer radius. Strain rates vary from −1 × 1010 s−¹ (tangential) and −3 × 109 s−¹ (radial) at the inner radius to 2.3 × 1010 s−¹ and 1.8 × 1010 s−¹ at the outer radius, respectively. The model demonstrates strong validation with R2 = 0.99 for radial strain rate and Phi (ϕ), and Mean Absolute Percentage Error (MAPE) values of 3.46% and 4.66% for Phi and radial stress, respectively. Sensitivity analysis reveals that increasing SiC particle volume fraction from 0.05 to 0.25 enhances stiffness and modifies stress distribution, while a 50-K thermal gradient and residual stresses of 1.5 × 105 MPa significantly elevate internal stress levels. This validated framework enables accurate prediction of long-term deformation and supports optimized design of high-performance composite cylinders used in aerospace, nuclear, and energy applications.
Authors
- Anjali Jain (ORCID: https://orcid.org/0000-0001-5658-367X)
- Vishnu Vijay Kumar (ORCID: https://orcid.org/0000-0002-3657-6277)
- Md. Zia Ul Haq (ORCID: https://orcid.org/0000-0002-6246-2687)
- Nishi Gupta
Institutions
- Chandigarh University (IN)
- New York University (US)
- Chitkara University (IN)
Publication Details
- Journal
- Heat Treatment and Surface Engineering
- Published
- 2025-08-26
- DOI
- https://doi.org/10.1080/25787616.2025.2549607
- Primary Topic
- Fire effects on concrete materials
- Type
- article
- Field-Weighted Citation Impact
- 0.00