Experimental study on performance of bonded anchors in the low strength reinforced concrete
Title: Experimental study on performance of bonded anchors in the low strength reinforced concrete
Author(s): T. Akiyama, Y. Yamamoto, S. Ichihashi, T. Katagiri
Paper category : conference
Book title: International Symposium on Connections between Steel and Concrete
Editor(s): R. Eligehausen
Publisher: RILEM Publications SARL
Publication year: 2001
Pages: 371 - 380
Total Pages: 10
Nb references: 4
Abstract: With existing RC buildings, in extreme cases, compressive strength is even less than 1/3 of design characteristic. No useful documents showing range of shear/pull-out loads for post-install anchors are available when anchoring at connections between new and existing concrete to retrofit such the buildings. From this background, planned research about anchoring with the object of seismic retrofit for low strength concrete buildings.
Defined, as low strength concrete is one whose compressive strength is 13.5MPa or less as per seismic diagnosis guideline. Used, as test parameters are compressive strength, anchor rod diameter/embedment, and edge distance. Tested group shear and single shear/pull-out. Also, from tests this time, shear and pull-out strength equations of post-install bonded anchors used for low strength concrete were proposed. These equations, on seismic reinforcement of low strength concrete buildings, concerning design of post-install bonded anchors, useful equations were proposed.
Online publication: 2009-12-31
Publication type : full_text
Public price (Euros): 0.00