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Published, Version of Record (VoR)Open Access via Drexel Libraries Read and Publish Program 2024CC BY-NC V4.0, Open
Journal article
Development of engineered polymeric reinforced cementitious composite (EPRC) using nature-inspired hollow architectures: Flexural experimental and numerical evaluations
Journal of Building Engineering, v 97, 110959
05 Oct 2024
Featured in Collection : Research Supported by Drexel Libraries' OA Programs
Abstract
This study explores the integration of nature-inspired architectural designs into Mechanics of Materials (MoM)-based reinforcement layouts for reinforced cementitious composites (RCs). While traditional MoM layouts focus on longitudinal rebars for tensile strength, this study aims to enhance the flexural properties of RCs by incorporating nature-inspired elements like hollow tubes found in plant stems. The research utilizes both experimental and numerical methods to evaluate the flexural performance of engineered polymeric reinforced cementitious composites (EPRCs) with integrated nature-inspired motifs. A numerical model, based on the material properties of reinforcing elements and the cementitious matrix, was developed to simulate the flexural performance of EPRCs reinforced with both solid and hollow bars, including MoM-based solid and hollow rebars. The model's predictions were validated through experimental testing of 3D-printed MoM-based solid and hollow rebars under three-point bending conditions. The results demonstrated that EPRCs reinforced with hollow rebars exhibited significantly improved flexural properties compared to those with solid rebars. Specifically, the hollow-reinforced samples achieved an average modulus of rupture of 8.68 MPa, toughness of 11.76 N.m, and mid-point deflection of 1.99 mm, representing increases of 34%, 55%, and 93%, respectively, over their solid counterparts. These enhancements are attributed to improved shear reinforcement and bond strength despite the reduced moment of inertia of the hollow rebars. The study provides valuable insights for optimizing the mechanical properties of RCs in civil engineering applications through the incorporation of nature-inspired architectural designs.
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Details
- Title
- Development of engineered polymeric reinforced cementitious composite (EPRC) using nature-inspired hollow architectures: Flexural experimental and numerical evaluations
- Creators
- Parsa Namakiaraghi (Corresponding Author) - Drexel University, Civil, Architectural, and Environmental EngineeringYaghoob “Amir” Farnam - Drexel University, Civil, Architectural, and Environmental Engineering
- Publication Details
- Journal of Building Engineering, v 97, 110959
- Publisher
- Elsevier
- Number of pages
- 16
- Grant note
- The authors gratefully acknowledge the funding supported by PA Manufacturing Innovation Program, United States, under grant No.985008. Any opinions, findings, and conclusions or recommendations expressed in this paper are those of the authors and do not necessarily reflect the views of PA Manufacturing Innovation Program. The experiments reported in this paper were conducted in the Advanced Infrastructure Materials (AIM) Laboratory at Drexel University. The authors acknowledge the support that has made this laboratory and its operation possible.
- Resource Type
- Journal article
- Language
- English
- Academic Unit
- Civil, Architectural, and Environmental Engineering
- Web of Science ID
- WOS:001333903200001
- Scopus ID
- 2-s2.0-85205515841
- Other Identifier
- 991021904915104721
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InCites Highlights
Data related to this publication, from InCites Benchmarking & Analytics tool:
- Web of Science research areas
- Construction & Building Technology
- Engineering, Civil