these often fail when subjected to tensile stress perpendicular to the timber grain, particularly in floor systems. To address this, new shear connectors with optimized stiffness are needed.

Figure 3. Schematic of higher order beam theory. For a hollow circular cross-sectional beam under transverse bending, the shear stress (shear strain) at any boundary of the inner and outer ...

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© 2025 The Authors.Circulation Research is published on behalf of the American Heart Association, Inc., by Wolters Kluwer Health, Inc. This is an open access article ...