Abstract
This paper presents the test results from 13 batches of multi-row bolted double-lap shear joints and two batches of tensile coupon tests, each comprising five specimens. The study focuses on the net-tension mode of failure of steel bolted joints of a pultruded fibre-polymer composite with specimens fabricated from a 6.4 mm thick flat sheet laminate. It extends the characterisation work to non-staggered and staggered bolt configurations 3 × 3, 3 × 4, and 4 × 4 with composite material oriented either in the Longitudinal or Transverse direction of pultrusion. Test results show that a net-tension mode of failure primarily occurs at the first row of bolts. Evaluation of the test results shows when a fourth row of bolts is beneficial and that for staggered bolt configurations with the minimum geometrical requirements a lower strength efficiency per unit width is obtained compared to the equivalent non-staggered joints. A semi-empirical approach, aligned with the design procedure in CEN/TS 19101:2022, is used to establish that stress concentration factors for the 13 different joints are in the range 1.3–2.9. These new results can be used to extend the scope of non-staggered bolt configurations in CEN/TS 19101:2022.
| Original language | English |
|---|---|
| Article number | 111208 |
| Journal | Structures |
| Volume | 85 |
| Early online date | 31 Jan 2026 |
| DOIs | |
| Publication status | Published - Mar 2026 |
Keywords
- Multi-row bolted connections
- Net-tension mode of failure
- Net-tension resistance formulae
- Pultruded fibre-polymer composites
- Stress concentration factors
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