4.7 Article

Fatigue behaviors of graphene reinforcing concrete composites under compression

Journal

INTERNATIONAL JOURNAL OF FATIGUE
Volume 151, Issue -, Pages -

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.ijfatigue.2021.106354

Keywords

Compressive fatigue behaviors; Graphene; Concrete; Reinforcing mechanisms

Funding

  1. National Science Foundation of China [51978127, 51908103]
  2. China Post-doctoral Science Foundation [2019M651116]

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This study investigates the fatigue behaviors of multi-layer graphene reinforcing reactive powder concrete under compressive loads. Experimental results show that the incorporation of graphene significantly reduces internal weakness of the concrete composites, leading to improvements in fatigue life, energy absorption, and damage index. Through microstructural analysis, it is found that graphene helps to stabilize the chemical composition and reduce thermal stress inside the concrete composites, delaying fatigue failure and increasing fatigue reliability.
This paper first studies the fatigue behaviors of multi-layer graphene (MLG) reinforcing reactive powder concrete (RPC) under compressive loads. It provides experimental results including fatigue life, fatigue deformation development, damage index and energy absorption, investigates temperature difference inside concrete composites by monitoring hydration temperature at different locations, and studies micro-structures of internal weakness of RPC via Scanning Electron Microscope (SEM), Energy-Dispersive Spectroscopy (EDS) and Digital Image Processing (DIP) method. The results show that, incorporation of MLG significantly reduces internal weakness of RPC. Specifically, MLG decreases temperature difference and thermal stress inside concrete composites, refines harmful pores in fatigue cracking zone (diameter above 100 nm), and stabilizes chemical composition of interfacial transition zone. By bridging micro-cracks and bonding with hardened cement matrix, the sheet-formed MLG slows down the generation of microcracks at creep-fatigue coupling stage, delays the start of fatigue stage, and increases fatigue failure strain. Consequently, even at 0.075 wt% MLG content, the fatigue life, energy absorption, and damage index of RPC are increased up to 49.3% (in terms of logarithm), 333.1%, and 22.23%, respectively. In addition, based on strain increase per circle at the creep-fatigue coupling stage, a fatigue life prediction equation is derived, which provides an approach to estimating the fatigue reliability of the structures using this composite.

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