4.7 Article

Ultra-high-strength engineered/strain-hardening cementitious composites (ECC/SHCC): Material design and effect of fiber hybridization

Journal

CEMENT & CONCRETE COMPOSITES
Volume 129, Issue -, Pages -

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.cemconcomp.2022.104464

Keywords

Engineered cementitious composites (ECC); Strain-hardening cementitious composites (SHCC); Ultra-high-performance concrete (UHPC); Hybrid fiber; Multiple cracking

Funding

  1. Chinese Guangdong Province R&D Plan for Key Areas [2019B111107002]
  2. Hong Kong General Research Fund (RGC) [15214517]
  3. Hong Kong Innovation and Technology Fund [ITS/077/18FX]
  4. Hong Kong Innovation and Technology Fund through the Research Talent Hub
  5. Hong Kong Polytechnic University through the Research Institute for Sustainable Urban Development [1-BBWE]

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This study successfully achieved ultra-high-strength Engineered Cementitious Composites (UHS-ECC) with high tensile strain capacity and excellent crack resistance through a hybrid design approach. Comparative analysis revealed that the newly designed composite material exhibited the best overall performance among existing materials.
It is well known that an increase in the compressive strength of cementitious composites is usually accompanied by a loss of tensile ductility. Designing and developing ultra-high-strength cementitious composites (e.g., >= 200 MPa) with high tensile strain capacity (e.g., >= 3%) and excellent crack resistance (e.g., crack width <= 100 mu m) remain challenging. In this study, a series of ultra-high-strength Engineered Cementitious Composites (UHS-ECC) with a compressive strength over 210 MPa, a tensile strain capacity of 3-6% (i.e., 300-600 times that of ordinary concrete), and a fine crack width of 67-81 mu m (at the ultimate tensile strain) were achieved. Hybrid design of fiber reinforcement and matrix for UHS-ECC was adopted by combining the ECC and ultra-high-performance concrete (UHPC) design concepts, and the effect of fiber hybridization and aspect ratio on the mechanical behavior of UHS-ECC was comprehensively investigated. The overall performance of UHS-ECC was assessed and compared with the existing high-strength ECC and strain-hardening UHPC, and it was found that the currently designed UHS-ECC recorded the best overall performance among the existing materials. Finally, the multiple cracking behavior of UHS-ECC was analyzed and modeled based on a probabilistic approach to evaluate its critical tensile strain for durability control in practical applications. The results of this study have pushed the performance envelope of both ECC and UHPC materials and provided a basis for developing cementitious composites with simultaneously ultra-high compressive strength, ultra-high tensile ductility, and excellent crack resistance.

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