Biomechanical and biodegradation performance of CSA-CSF reinforced cementitious composites: A bio-inspired approach
This study investigates the mechanical, biodegradation, and microstructural performance of cementitious composites reinforced with Corn Straw Ash (CSA) and Corn Straw Fiber (CSF) for applications in bio-inspired materials and sustainable engineering. CSA, a pozzolanic material, enhances matrix densification, while CSF provides crack-bridging and toughness improvement. Dynamic mechanical testing under cyclic loading demonstrated that CSA-CSF composites exhibit superior fatigue resistance, retaining 85% of their initial compressive strength after 1000 cycles. Biodegradation studies in simulated body fluid (SBF) and acidic environments revealed that the composites maintain 75% compressive strength in SBF over 28 days, highlighting their potential for bioactive scaffolds. Scanning electron microscopy (SEM) and quantitative porosity analysis showed that CSA-derived Calcium Silicate Hydrate (C-S-H) gel effectively filled voids, while CSF enhanced fiber-matrix bonding, mimicking the hierarchical structure of biological systems. The results emphasize the dual benefits of CSA-CSF composites in dynamic environments and their alignment with sustainable and bio-inspired design principles. This research provides insights into the development of materials for biomechanical applications, including tissue engineering scaffolds and earthquake-resistant structures.
Authors
- Yan Xu (ORCID: https://orcid.org/0000-0001-6059-075X)
- Haoyu Li (ORCID: https://orcid.org/0000-0002-7289-4184)
- Hanyu Li (ORCID: https://orcid.org/0009-0000-6900-3195)
- Bo Peng (ORCID: https://orcid.org/0000-0003-4158-3487)
Institutions
- Suihua University (CN)
- Kuala Lumpur University of Science & Technology (MY)
Publication Details
- Journal
- Molecular & cellular biomechanics
- Published
- 2025-01-16
- DOI
- https://doi.org/10.62617/mcb1317
- Primary Topic
- Innovations in Concrete and Construction Materials
- Type
- article
- Field-Weighted Citation Impact
- 0.00