Prediction of the ultimate load-carrying capacity of wooden notched beams with and without reinforcements using a splitting model

This paper deals with the estimation of the design force in self-tapping screws used as a reinforcement of notched cross laminated timber plates (CLT). With the reinforcement, apart from an increased load-carrying capacity, a more ductile behaviour of this detail can be achieved. An analytical model based on the Timoshenko Beam Theory was developed, enabling the estimation of the axial force in the reinforcement. A parametric numerical analysis was conducted to verify the model and to provide possible ways for the calibration. The results show a good matching of the model with the numerical results. The load-bearing capacity is analysed using a simple fracture mechanics model taking into consideration the effect of the reinforcement to correctly depict the increase in performance. Theoretical and numerical results are compared with experimental findings and show acceptable correlations encouraging a further development and a subsequent implementation in EN 1995-1-1.

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“…Significant discrepancies between the load-bearing capacity calculated by Eq. (3) and experimental results were observed in [1] and [10]. The Eq.…”

Section: Load-bearing Capacitymentioning

confidence: 79%

“…In the regression curve a critical crack length should be assumed -proposal from experimental results in this work and from literature for not inclined screws is Lcrack = 100 mm (iii) Determine from Eq. ( 9) or with a regression curve the critical mixed mode ERR Gmixed and calculate the load-bearing capacity with (10) , 2 2 2 2 2…”

Section: Load-bearing Capacitymentioning

confidence: 99%