Estimation of the high-cycle fatigue behaviour of timber connections with inclined screws under tension | Research Square window.SnipcartSettings = { analytics: { enabled: false } }; (function() { var accessVector = localStorage.getItem('access_vector') || ''; window.dataLayer = window.dataLayer || []; if (accessVector) { window.dataLayer.push({ user: { profile: { profileInfo: { snid: accessVector } } } }); } })(); (function(w,d,s,l,i){w[l]=w[l]||[];w[l].push({'gtm.start':new Date().getTime(),event:'gtm.js'});var f=d.getElementsByTagName(s)[0],j=d.createElement(s),dl=l!='dataLayer'?'&l='+l:'';j.async=true;j.src='https://www.googletagmanager.com/gtm.js?id='+i+dl;f.parentNode.insertBefore(j,f);})(window,document,'script','dataLayer','GTM-K279D39R'); Browse Preprints In Review Journals COVID-19 Preprints AJE Video Bytes Research Tools Research Promotion AJE Professional Editing AJE Rubriq About Preprint Platform In Review Editorial Policies Our Team Advisory Board Help Center Sign In Submit a Preprint Cite Share Download PDF Research Article Estimation of the high-cycle fatigue behaviour of timber connections with inclined screws under tension Peter Lothar Niebuhr, Mike Sieder This is a preprint; it has not been peer reviewed by a journal. https://doi.org/ 10.21203/rs.3.rs-4519622/v1 This work is licensed under a CC BY 4.0 License Status: Published Journal Publication published 09 Feb, 2025 Read the published version in European Journal of Wood and Wood Products → Version 1 posted 10 You are reading this latest preprint version Abstract Based on 31 quasistatic tests and 27 constant-amplitudefatigue tests the withdrawal behaviour of a self-tapping timber screw under cyclic loading is examined in two configurations with regard to the penetration length. Together with similar results from earlier withdrawal tests on threaded rods, indications of a dependence of the bearable load cycles on the penetration length are found where a larger penetration length yields inferior performance under cyclic loads. Further, in conjunction with results from earlier axial tensile tests on the examined screw, insights into the transition point between steel tensile failure and withdrawal are gained. The obtained results on the withdrawal failure mode are combined with results from earlier studies to develop a proposal for a holistic verification concept for the high-cycle fatigue design of connections with inclined self-tapping screws. After a discussion of the state of knowledge regarding the relevant failure modes, the verification is reduced to the dominant failure modes withdrawal and steel tensile failure, while subsidiary effects such as bending in the fastener are inherentlyconsidered. high-cycle fatigue self-tapping screws inclined screws withdrawal cyclic loading timber engineering Full Text Additional Declarations No competing interests reported. Cite Share Download PDF Status: Published Journal Publication published 09 Feb, 2025 Read the published version in European Journal of Wood and Wood Products → Version 1 posted Editorial decision: Revision requested 14 Nov, 2024 Reviews received at journal 25 Oct, 2024 Reviewers agreed at journal 06 Oct, 2024 Reviews received at journal 03 Aug, 2024 Reviewers agreed at journal 11 Jul, 2024 Reviewers agreed at journal 08 Jul, 2024 Reviewers invited by journal 04 Jul, 2024 Editor assigned by journal 09 Jun, 2024 Submission checks completed at journal 06 Jun, 2024 First submitted to journal 03 Jun, 2024 You are reading this latest preprint version Research Square lets you share your work early, gain feedback from the community, and start making changes to your manuscript prior to peer review in a journal. As a division of Research Square Company, we’re committed to making research communication faster, fairer, and more useful. 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