DUCTILE BEHAVIOR OF DOWEL FASTENERS IN TIMBER STRUCTURES
Panayot A. Panayotov, Silvana P. Petkova, Izabela Burawska
Страницы: 158-173
Опубликовано: 1 Jan 2013
Просмотры: 630
Загрузки: 59
Аннотация: As an important part of the seismic design, the ductile behavior of the timber structures is becoming more and more of interest. With respect of the capability of the connections to form plastic hinges within timber structures, an axial loaded joint of dowel fasteners in composite timber beam is examined in test conducted during COST Action FP1004 in 2012. This article analyzes the test results and provides additional study of a classical yield theory model of the reinforced dowel connection to describe the expected ductile behavior.
Ключевые слова: timber structures, dowel connection, ductility, selftapping screws, reinforcement
Цитировать эту статью: Panayot A. Panayotov, Silvana P. Petkova, Izabela Burawska. DUCTILE BEHAVIOR OF DOWEL FASTENERS IN TIMBER STRUCTURES. Journal of International Scientific Publications: Materials, Methods & Technologies 7, 158-173 (2013). https://www.scientific-publications.net/en/article/1003099/
Вернуться к содержанию тома
© 2026 The Author(s). This is an open access article distributed under the terms of the
Creative Commons Attribution License https://creativecommons.org/licenses/by/4.0/, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. This permission does not cover any third party copyrighted material which may appear in the work requested.
Disclaimer: The Publisher and/or the editor(s) are not responsible for the statements, opinions, and data contained in any published works. These are solely the views of the individual author(s) and contributor(s). The Publisher and/or the editor(s) disclaim any liability for injury to individuals or property arising from the ideas, methods, instructions, or products mentioned in the content.
