Bearing strength and failure behavior of bolted composite joints (part I: Experimental investigation)

2005 ◽  
Vol 65 (7-8) ◽  
pp. 1022-1031 ◽  
Author(s):  
Yi Xiao ◽  
Takashi Ishikawa
Keyword(s):  
Experimental Investigation ◽  
Failure Behavior ◽  
Composite Joints ◽  
Bearing Strength

scholarly journals A Novel Manufacturing Technique to Improve Bearing Strength of Pin Loaded Woven Composites

2011 ◽  
Vol 20 (3) ◽  
pp. 096369351102000 ◽  
Author(s):  
Ercan Sevkat ◽  
Malek Brahimi ◽  
Sidi Berri
Keyword(s):  
Failure Modes ◽  
Hole Diameter ◽  
Woven Composites ◽  
Sustained Load ◽  
Hole Drilling ◽  
Geometrical Parameters ◽  
Composite Joints ◽  
Bearing Strength ◽  
Manufacturing Technique ◽  
Glass Fibre Reinforced

The bearing strength of pin-loaded woven glass-fibre reinforced epoxy composites was investigated. As an alternative to the hole-drilling procedure, a novel composite manufacturing technique has been implemented for pin-hole creation. The bearing performance of composite joints manufactured using both techniques was compared. Specimen with various edge- distances to pin-hole diameter ratios (e/d) and, width to pin-hole diameter ratios (w/d) were tested. It was observed that composite joints manufactured using the novel technique sustained more load compared to the joints manufactured by the hole-drilling procedure. Geometrical parameters were found to be effective on failure modes, bearing strength and magnitude of sustained load.

Experimental investigation of failure behavior of the cracked 17-4PH steel blades in a top gas energy recovery turbine

2019 ◽  
Vol 105 ◽  
pp. 545-554 ◽  
Author(s):  
Mingxia Liu ◽  
Fei Ma ◽  
Gengrong Chang ◽  
Fuxing Fu ◽  
N. Sastry Cheruvu ◽  
...  
Keyword(s):  
Experimental Investigation ◽  
Energy Recovery ◽  
Failure Behavior

scholarly journals Experimental Investigation on Behavior of Rectangular Concrete-Filled Tubular Columns Considering Diaphragms

Materials ◽  
2020 ◽  
Vol 13 (19) ◽  
pp. 4412
Author(s):  
Sang-Lyul Cha ◽  
Jung-Soo Lee ◽  
Chan-Kyu Park ◽  
Jin-Keun Kim ◽  
Seung-Hee Kwon
Keyword(s):  
Experimental Investigation ◽  
High Strength ◽  
Failure Behavior ◽  
High Ductility ◽  
Inelastic Behavior ◽  
Structural Members ◽  
Sectional Area ◽  
Cross Sectional ◽  
Tubular Columns ◽  
Energy Dissipation Capacity

Concrete-filled tubular (CFT) columns have been widely used as structural members because CFT columns synergize the advantages of steel and concrete resulting in high strength, high ductility, and large energy dissipation capacity. Numerous studies have been performed to understand the behavior of CFT columns. However, the behavior of CFT columns remains uncertain due to their inelastic behavior and uncertain confinement effects, especially when failure occurs. In addition, diaphragms, which are generally installed, make it more complicated to understand the behavior of CFT columns. The purpose of this study is to investigate the effects of the diaphragms on the failure behavior of the CFT columns. To this end, eighteen rectangular CFT columns were tested with five different loading cases. The experimental results suggest that the size of the diaphragm has significant effects on the compressive strength and toughness of the CFT columns. In order to facilitate the proper composite actions of steel and concrete, the size of a diaphragm has to be at least three-quarters of the cross-sectional area.

Sign in / Sign up

Export Citation Format

Share Document