Shear behavior of short headed studs in Steel-ECC composite structure

Engineering Structures ◽

10.1016/j.engstruct.2021.113423 ◽

2022 ◽

Vol 250 ◽

pp. 113423

Author(s):

Yanhua Guan ◽

Jiajie Wu ◽

Renjuan Sun ◽

Zhi Ge ◽

Yufeng Bi ◽

...

Keyword(s):

Composite Structure ◽

Shear Behavior

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Assessment of the Long-term Shear Behavior of Epoxy Polymer Lap Joint Used to Bond Steel and Concrete Composite Structure

Journal of Composite Materials ◽

10.1177/0021998310376101 ◽

2011 ◽

Vol 45 (4) ◽

pp. 459-477

Author(s):

A. Si Larbi ◽

A. Gabor ◽

E. Ferrier

Keyword(s):

Composite Structure ◽

Epoxy Polymer ◽

Shear Behavior ◽

Lap Joint

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Experimental study on shear behavior of tie-bars in steel-plate concrete composite structure subjected to cyclic loading

Engineering Structures ◽

10.1016/j.engstruct.2018.02.070 ◽

2018 ◽

Vol 163 ◽

pp. 311-322 ◽

Cited By ~ 6

Author(s):

Changhai Zhai ◽

Bing Lu ◽

Weiping Wen ◽

Duofa Ji ◽

Lili Xie

Keyword(s):

Experimental Study ◽

Cyclic Loading ◽

Composite Structure ◽

Steel Plate ◽

Shear Behavior

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Shear Behavior of Full-Scale Prestressed Concrete Girders: Comparison Between AASHTO Specifications and LRFD Code

PCI Journal ◽

10.15554/pcij.05011996.48.62 ◽

1996 ◽

Vol 41 (3) ◽

pp. 48-62 ◽

Cited By ~ 19

Author(s):

Mohsen A. Shahawy ◽

Barrington deV Batchelor

Keyword(s):

Prestressed Concrete ◽

Shear Behavior ◽

Full Scale ◽

Concrete Girders ◽

Prestressed Concrete Girders

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Unified Optimal Design of Smart Laminated Composite Structure

12th AIAA/ISSMO Multidisciplinary Analysis and Optimization Conference ◽

10.2514/6.2008-6078 ◽

2008 ◽

Author(s):

Alok Bansal ◽

Anupam Ahlawat

Keyword(s):

Optimal Design ◽

Composite Structure ◽

Laminated Composite

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Fracture Mechanisms of Bio-inspired Composite Structure with Interlayer Mineral Bridges

10.26226/morressier.5f5f8e69aa777f8ba5bd5fc2 ◽

2020 ◽

Author(s):

Avtar SINGH

Keyword(s):

Composite Structure ◽

Fracture Mechanisms

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FIRE RESISTACE OF SHEAR CONNECTORS FOR COMPOSITE BEAMS

Building and reconstruction ◽

10.33979/2073-7416-2020-92-6-59-65 ◽

2020 ◽

Vol 92 (6) ◽

pp. 59-65

Author(s):

G.P. TONKIH ◽

◽

D.A. CHESNOKOV ◽

◽

Keyword(s):

Fire Resistance ◽

Composite Structure ◽

Composite Structures ◽

Composite Beams ◽

Design Codes ◽

Connection Strength ◽

Shear Connectors ◽

Shear Connection ◽

Capacity Reduction ◽

Russian Research

Most of Russian research about composite structure fire resistance are dedicated to the composite slab behavior. The composite beams fire resistance had been never investigated in enough volume: the temperature evaluation within the scope of the actual Russian design codes leads to the significant reduction in the shear connection strength. Meanwhile, there no correlation between the strength decreasing and type of the shear connection. The article provides an overview of the relevant researches and offers some approaches which could take into account bearing capacity reduction of the shear connectors within composite structures design.

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