Experimental Study and Analysis on Rotational Behavior of Bamboo Scrimber Beam-to-Column Bolted Connections

2021 ◽  
Vol 147 (9) ◽  
pp. 04021122
Author(s):  
Yubing Leng ◽  
Zhuolin Wang ◽  
Ming Xu
Keyword(s):  
Experimental Study ◽  
Rotational Behavior ◽  
Bolted Connections ◽  
Bamboo Scrimber

Experimental study on fatigue performance of Q460 and Q690 steel bolted connections

2019 ◽  
Vol 138 ◽  
pp. 243-251 ◽  
Author(s):  
Hongchao Guo ◽  
Kuanhong Mao ◽  
Yunhe Liu ◽  
Gang Liang
Keyword(s):  
Experimental Study ◽  
Fatigue Performance ◽  
Bolted Connections

scholarly journals Experimental Study on Axial Compression Behavior of Masonry Columns’ Strengthening with Bamboo Scrimber Bar Mesh Mortar Layer

2020 ◽  
Vol 2020 ◽  
pp. 1-11 ◽  
Author(s):  
Hongyao Liu ◽  
Min Lei ◽  
Bowang Chen
Keyword(s):  
Experimental Study ◽  
Bearing Capacity ◽  
Axial Compression ◽  
Failure Process ◽  
Engineering Application ◽  
Compression Tests ◽  
Compression Behavior ◽  
Bamboo Scrimber ◽  
Calculation Results ◽  
Strengthening Method

We propose a new method to strengthen structural masonry. To study on the axial compression behavior of masonry columns’ strengthening with a bamboo scrimber bar mesh mortar layer, axial compression tests of twelve masonry columns have been completed: nine strengthened columns and three unstrengthened columns. The failure process, bearing capacity, and failure mode are carried out. The strengthening method of bamboo scrimber bar mesh mortar layer permits the upgrade of the columns’ bearing capacity. The effects of bamboo bar ratio and mortar strengthening ratio on bearing capacity of the reinforced columns are compared. We propose the method for calculating the axial bearing capacity of such a reinforced column. The calculation results agree well with the experimental results, and the research results are available for engineering application.

scholarly journals AN EXPERIMENTAL STUDY ON FRACTURE CHARACTERISTIC ON GRID-BOLTED CONNECTIONS LOADED PERPENDICULAR TO THE GRAIN

2013 ◽  
Vol 19 (43) ◽  
pp. 897-902
Author(s):  
Wataru KAMBE ◽  
Kei TANAKA ◽  
Koutarou KAWANO ◽  
Takumi NAKAHATA ◽  
Masafumi INOUE
Keyword(s):  
Experimental Study ◽  
Fracture Characteristic ◽  
Bolted Connections
Sign in / Sign up

Export Citation Format

Share Document