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Experimental Study of the Actual Structural Behaviour of CLT and CLT–Concrete Composite Panels with Embedded Moment-Resisting Joint
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Experimental Study of the Actual Structural Behaviour of CLT and CLT–Concrete Composite Panels with Embedded Moment-Resisting Joint
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Journal Article
Experimental Study of the Actual Structural Behaviour of CLT and CLT–Concrete Composite Panels with Embedded Moment-Resisting Joint
2025
Overview
Timber structures and structural members have undergone rapid development in recent decades and are now fully competitive with traditional structures made of reinforced concrete or structural steel in many areas. Low self-weight, high durability, rapid construction assembly, and a favourable environmental footprint predispose timber structures for wider future use. A persisting drawback is the often-complicated joining of individual elements, especially when moment resistance is required. For CLT panels, this issue is more urgent due to their relatively small thickness and cross-laminated lay-up. This paper presents experimental research investigating parameters related to the actual behaviour of a moment-resisting embedded joint of CLT panels. The test programme consisted of four series (12 specimens) loaded in four-point bending to failure. The proposed and tested joint consists of high-strength steel rods glued into the two connected parts of the CLT panel. In addition to a detailed investigation of the resistance and stiffness of the joint, this research evaluates the effect of composite action with a reinforced-concrete slab on the performance of this type of joint. The experimental results and their detailed analysis are also extended to propose a framework concept for creating a theoretical (mechanical) model based on the component method.
