scholarly journals Numerical and Experimental Study on Stiffened Composite Panel Repaired by Bolted Joints under Compressive Load

2018 ◽  
Vol 06 (08) ◽  
pp. 1763-1771
Author(s):  
Jifeng Xu ◽  
Yuanpei Lan ◽  
Xingming Zhang ◽  
Kui Du
Keyword(s):  
Experimental Study ◽  
Compressive Load ◽  
Bolted Joints ◽  
Composite Panel

scholarly journals Tensile Behaviour of Pultruded FRP Sandwich Composite Bolted Joints

1994 ◽  
Vol 3 (3) ◽  
pp. 096369359400300
Author(s):  
S. Ramakrishna ◽  
H. Hamada ◽  
H. Naito
Keyword(s):  
Experimental Study ◽  
Glass Fibre ◽  
Joint Strength ◽  
Bolted Joints ◽  
Specimen Geometry ◽  
Sandwich Composite ◽  
Tensile Behaviour ◽  
Sandwich Composites ◽  
Glass Fibre Reinforced

In this experimental study, the tensile behaviour of bolted joints of pultruded glass fibre reinforced polyester sandwich composites was investigated. The transverse specimens cut normal to the pultrusion direction failed by net-tension whereas the longitudinal specimens cut parallel to the pultrusion direction failed by a combination of bearing and shear-out modes. The joint strength was dependent on the specimen geometry in the case of transverse specimens whereas it was not in the case of longitudinal specimens.

scholarly journals Experimental Study of Composite Hollow RC Column under Uniaxial Compressive Load

2019 ◽  
Vol 9 (3) ◽  
pp. 373
Author(s):  
Deokhee Won ◽  
Seungjun Kim ◽  
Jihye Seo ◽  
and Young-Jong Kang
Keyword(s):  
Experimental Study ◽  
Concrete Strength ◽  
Compressive Load ◽  
High Strength ◽  
Transverse Reinforcement ◽  
Strength Concrete ◽  
Rc Column ◽  
Steel Composite ◽  
Normal Strength ◽  
Concentric Loading

This paper presents an experimental study of the behavior of a steel-composite hollow reinforced concrete (RC) column under concentric loading. The effects of important variables, such as concrete strength, inner tube thickness, hollow ratio, column diameter, and transverse reinforcement space, are presented in this study. The failure of composite hollow RC columns is characterized by the formation of an inclined shear sliding plane. When the column had a highly confined effect, the inclination of the shear sliding plane was 45°. This study shows that the required performance is achieved when the splice providing transverse reinforcement is fully bonded. Furthermore, the inner tube experiences buckling failure after reaching its maximum strength. The steel-composite hollow RC column with high-strength concrete (HSC) has lower ductility and toughness compared to a column with normal-strength concrete (NSC).

Experimental study on effects of clearance on single bolt, single shear, composite bolted joints

2002 ◽  
Vol 31 (9) ◽  
pp. 405-411 ◽  
Author(s):  
V. P. Lawlor ◽  
M. A. McCarthy ◽  
W. F. Stanley
Keyword(s):  
Experimental Study ◽  
Bolted Joints ◽  
Single Shear

Experimental study of steel beam‐to‐column connections with bolted joints where the dissipative zone is the panel zone

2020 ◽  
Vol 13 (1) ◽  
pp. 22-29
Author(s):  
Atsushi Sato ◽  
Yohei Koyama ◽  
Hideki Idota ◽  
Yuki Sato ◽  
Shigeharu Yagi ◽  
...  
Keyword(s):  
Experimental Study ◽  
Bolted Joints ◽  
Steel Beam ◽  
Panel Zone

Experimental Study of Glubam Single-Bolted Joint Loaded by Tension

2012 ◽  
Vol 517 ◽  
pp. 34-42
Author(s):  
R.Z. Yang ◽  
Yan Xiao
Keyword(s):  
Experimental Study ◽  
Failure Mode ◽  
Test Data ◽  
Construction Material ◽  
Bamboo Fiber ◽  
Bolted Joints ◽  
Project Design ◽  
Bolted Joint ◽  
Bearing Strength ◽  
New Construction

Glubam is a new construction material and glubam bolted joints have been developed in modern bamboo structures. To observe the performance of bolted joint, two major groups of glubam-single-bolted-joint specimens with double steel side plates are tested. Bearing strength and failure mode are analyzed and discussed. It is shown that specimens with tension parallel to bamboo fiber always yield by shearing out and showed higher bearing strength as well as better ductility, while specimens with tension perpendicular to bamboo fiber will fail by net tension. Results of bearing strength are evaluated by the 5% off-set method. At the end, equations obtained from test data and analysis about yielding strength of glubam bolted joint was obtained for following study and project design.

Experimental Study on the Behavior of Single Bolted Joints for UHPC Panels

2015 ◽  
Vol 105 (15) ◽  
pp. 1-7
Author(s):  
Sung-Gul Hong ◽  
Soo-Hyung Chung
Keyword(s):  
Experimental Study ◽  
Bolted Joints

Experimental Study on Compressive Performance of Polyurethane Composite Panel

2013 ◽  
Vol 634-638 ◽  
pp. 2693-2696 ◽  
Author(s):  
Hong Qiao Li ◽  
Tong Hui Yue ◽  
Zhi Hai Guo
Keyword(s):  
Experimental Study ◽  
Theoretical Analysis ◽  
Deformation Curve ◽  
Composite Panel ◽  
Composite Panels ◽  
Compressive Test ◽  
Failure Characteristics ◽  
Polyurethane Composite ◽  
Compressive Performance ◽  
Test Result

Through compressive test on 18 polyurethane composite panels in 4 groups, observing their failure characteristics under compression, getting test result on compressive performance and load-deformation curve, analyzing failure reason, which will set the foundation for further experimental study and theoretical analysis.

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