Effect of arrangement distances on stiffness of shear-tension mode in timber-to-timber connections with inclined screws
Author:
Publisher
Elsevier BV
Subject
General Materials Science,Building and Construction,Civil and Structural Engineering
Reference23 articles.
1. Screws with continuous threads in timber connection;Blass,2001
2. Withdrawal resistance of self-tapping screws in unidirectional and orthogonal layered timber products;Ringhofer;Mater. Struct.,2015
3. Self-tapping screw and threaded rods as reinforcement for structural timber elements-A state-of-the-art report;Dietsch;Constr. Build. Mater.,2015
4. Effect of inclined self-tapping screw connecting laminated veneer lumber on the shear resistance;Feibin;BioResources,2019
5. Experimental and analytical investigation on the nonlinear behaviors of glulam moment-resisting joints composed of inclined self-tapping screws with steel side plates;Kohei;Adv. Struct. Eng.,2019
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1. Monotonic testing of single shear-plane CLT-to-CLT joint with hardwood dowels;Journal of Building Engineering;2024-07
2. Mechanical properties of glulam components with half-lap joints for large-span gridshell structures;Construction and Building Materials;2023-12
3. Timber-to-steel inclined screws connections with interlayers: Experimental investigation, analytical and finite element modelling;Engineering Structures;2023-10
4. The Effect of GFRP Wrapping on Lateral Performance of Double Shear Lap Joints in Cross-Laminated Timber as a Part of Timber Bridges;Buildings;2022-10-12
5. Metal corrosion in wood joint products and structures: a review;International Journal of Corrosion and Scale Inhibition;2022-09-22
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