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September 19, 2025Polymers4 citationsOpen Access

Effect of Thickness on the Uniaxial Compression Failure Behavior of CFRP Laminates

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QZQin ZhuHDHuiming DingSZShiyang Zhu

Key Points

  • Increasing laminate thickness from 2 mm to 12 mm led to a 10.3% drop in compressive strength, indicating a substantial thickness effect.
  • Interlaminar shear strength decreased by 12.7%, while out-of-plane tensile strength decreased by 23.6%, highlighting the performance limits of thicker CFRP laminates.
  • The compression failure mechanism shifted from overall strength failure to instability-crush failure due to initial delamination with increased thickness.
  • The findings support the safety regulations for deep-sea pressure-resistant structures by providing insights into the behavior of large-thickness CFRP laminates.

Abstract

Carbon Fiber Reinforced Composite (CFRP) is widely used in deep-sea pressure-resistant structures. With the increase in submergence depth demand leading to the increase in the thickness of the CFRP shell plate, there is a significant thickness effect on its compression performance. In order to study the mechanism of the decrease in compression performance of the laminate, uniaxial compression tests, interlaminar shear tests, out-of-plane tensile tests, damage characterization, and FEM analysis were carried out on three thicknesses of laminates. The results showed that the compressive strength, interlaminar shear strength, out-of-plane tensile strength of laminates and FEM compression model decreased by 10.3%, 12.7%, 23.6%, and 13.6% when the thickness of the laminate was increased from 2 mm to 12 mm. Concurrently, the compression failure mechanism is transformed from the overall strength failure to the instability–crush failure mode caused by the initial delamination. The effects of out-of-plane tensile strength and interlaminar shear strength on compressive properties were also considered. It provides support for the regulation of compression performance of large-thickness laminates and the safety of deep-sea pressure-resistant structures in service.

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Cite This Study

Zhu et al. (2025) studied this question.

synapsesocial.com/papers/68d466a831b076d99fa64fd9https://doi.org/10.3390/polym17182518
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