Abstract

This study investigates the influence of temperature and impact-energy on low-velocity impact damage in CFRP and the resulting residual tensile and compressive strength. Impacts were introduced at −20∘C,20∘C and 80∘C, which are moderate temperature compared to the glass transition temperature of 203∘C of the used CFRP. A change in temperature leads to a substantial change in damage behaviour. With increasing temperature, the delamination area is reduced, and at 80∘C fibre-failure occurs on the impacted side. The residual tensile strength was tested at 20∘C utilising a new jig, which counteracts the stresses resulting from free-edge effects and thus prevents that edge delaminations are overshadowing the effect of the impact damage due to the specimen size. The fibre failure reduces the residual tensile strength significantly compared to the damage resulting from impaction at 20∘C. The compressive residual strength was determined at 20∘C and 80∘C. The results point out that the temperature mainly determines the residual compressive strength. Consequently, it is essential to identify the material’s behaviour in the range of the in-service temperatures, even if they are far away from the glass transition temperature, to evaluate the damage tolerance and performance.

Highlights

  • Carbon fibre reinforced plastics (CFRP) are used in high-performance applications where excellent density-specific stiffness and strength are needed

  • The projected delamination area increases with the impact energy and decreasing temperature

  • The the projected delamination area depends strongly on the environmental e.g. the temperature is decreased from 20 ◦C to −20 ◦C at 15J impact energy, the projected delamination area is increased by 104.12 %

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Summary

Introduction

Carbon fibre reinforced plastics (CFRP) are used in high-performance applications where excellent density-specific stiffness and strength are needed. Their brittle behaviour, combined with a layered structure results in a low out of plane strength. Impact damage resistance is a significant concern with CFRP structures. Of particular interest are low-velocity impact (LVI) damages, which often result in barely visible impact damage (BVID). These damages are difficult to detect during operation and result in a significant reduction in strength [1]. Following the concept of “damage tolerance” structures must be designed that the planned load capability can be maintained with BVID, as the presence of BVID must be assumed [2,3,4]

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