Show simple item record

contributor authorOttenhaus Lisa-Mareike;Li Minghao;Smith Tobias;Quenneville Pierre
date accessioned2019-02-26T07:34:00Z
date available2019-02-26T07:34:00Z
date issued2018
identifier other%28ASCE%29ST.1943-541X.0002074.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4247946
description abstractThis paper presents an experimental study on dowelled connections in cross-laminated timber (CLT) and laminated veneer lumber (LVL) using ϕ2-mm mild steel dowels and internal steel plates. Connections designed to fail in brittle row shear and group tear-out were tested under monotonic loading to assess the validity of analytical models from literature and code provisions. Connections designed to provide nonlinearity before failure and thus produce ductility were tested under both monotonic and cyclic loading to study the influence of cyclic loading on ductility and the possibility of mode cross-over. It was found that cross layers in CLT improve ductility. Furthermore, mode cross-over from ductile response to brittle failure was observed in both CLT and LVL connections. Nevertheless, a good amount of ductility was achieved in all layouts (except the LVL connections designed for group tear-out failure) before cross-over to brittle failure occurred.
publisherAmerican Society of Civil Engineers
titleMode Cross-Over and Ductility of Dowelled LVL and CLT Connections under Monotonic and Cyclic Loading
typeJournal Paper
journal volume144
journal issue7
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0002074
page4018074
treeJournal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 007
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record