Comparative analysis of spinning techniques on the performance of full-strength-grade engineered cementitious composites

Mechanical characteristics, pore structure, fiber distribution, micromorphology

verfasst von
Minjin Cai, Hehua Zhu, Timon Rabczuk, Xiaoying Zhuang
Abstract

The spinning techniques used for ultra-high molecular weight polyethylene (UHMWPE) fibers are crucial for enhancing the performance of ECC. However, the specific effects of different spinning techniques for UHMWPE fibers on ECC's performance are not well understood. To address this gap, this study investigates the influence of dry-spun and wet-spun spinning techniques on both the macroscopic mechanical properties and microscopic characteristics of full-strength-grade ECC. Comprehensive tests were conducted, including assessments of tensile, compressive, and flexural strength. Additionally, detailed CT-based 3D reconstruction and SEM analysis were performed to examine the pore structure, fiber orientation, and micromorphology. The findings reveal that the surface irregularities and roughness of dry-spun fibers lead to stress concentration, whereas the more uniform surface of wet-spun fibers enhances their bridging performance. Compared to dry-spun fibers, wet-spun fibers significantly improve ECC's tensile and flexural properties, enhancing ultimate tensile strength by up to 22.7 % and ultimate flexural deflection by up to 50.2 %. Additionally, wet-spun fibers result in a more uniform pore structure and better fiber alignment, creating a denser and more compact matrix. These microstructural improvements contribute to superior load transfer and energy absorption characteristics, enhancing ECC's overall performance and durability. These results underscore the critical role of fiber spinning techniques in optimizing ECC performance, contributing to more durable and sustainable structures in high-performance construction applications.

Organisationseinheit(en)
Fakultät für Mathematik und Physik
Externe Organisation(en)
Tongji University
State Key Laboratory for Disaster Reduction of Civil Engineering
Bauhaus-Universität Weimar
Typ
Artikel
Journal
Journal of Building Engineering
Band
97
Publikationsdatum
15.11.2024
Publikationsstatus
Veröffentlicht
Peer-reviewed
Ja
ASJC Scopus Sachgebiete
Tief- und Ingenieurbau, Architektur, Bauwesen, Sicherheit, Risiko, Zuverlässigkeit und Qualität, Werkstoffmechanik
Elektronische Version(en)
https://doi.org/10.1016/j.jobe.2024.110793 (Zugang: Geschlossen)