Steel-plate composite (SC) walls: In-plane shear behavior, database, and design

2016 ◽  
Vol 119 ◽  
pp. 202-215 ◽  
Author(s):  
Jungil Seo ◽  
Amit H. Varma ◽  
Kadir Sener ◽  
Deniz Ayhan
Keyword(s):  
Steel Plate ◽  
Shear Behavior ◽  
Plane Shear

scholarly journals Out-of-Plane Shear Strength of Steel-Plate-Reinforced Concrete Walls Dependent on Bond Behavior

2010 ◽  
Vol 5 (4) ◽  
pp. 385-394 ◽  
Author(s):  
Sung-Gul Hong ◽  
◽  
Wonki Kim ◽  
Kyung-Jin Lee ◽  
Namhee Kim Hong ◽  
...  
Keyword(s):  
Shear Strength ◽  
Reinforced Concrete ◽  
Steel Plate ◽  
Shear Behavior ◽  
Test Results ◽  
Plane Shear ◽  
Concrete Walls ◽  
Reinforced Concrete Walls ◽  
Out Of Plane ◽  
Strength Models

This paper investigates the out-of-plane shear behavior of composite steel-plate-reinforced concrete walls (SC walls) and proposes their shear-strength-models based on plasticity theory limit analysis. For speedy, modular construction, SC walls are fabricated using double-skin steel plates with welded shear studs and sandwiching concrete between them. A review of current design formulas provides better understanding of bond-stress-dependent shear behavior relying on studs of SC walls. We conducted experiments on bondstrength-dependent arch and/or truss action to verify proposed shear-strength models with test results. Test results, including those from literature, agreed well with the strength anticipated by proposed formulas.

Investigation on in-plane shear behavior of large-size composite plates with multi-bolt joints

2020 ◽  
Vol 232 ◽  
pp. 111553 ◽  
Author(s):  
Fa Zhang ◽  
Zhendong Hu ◽  
Limin Gao ◽  
Yumin Wan ◽  
Limin Jin ◽  
...  
Keyword(s):  
Composite Plates ◽  
Shear Behavior ◽  
Plane Shear ◽  
Large Size

Shear Performance of FRP-Retrofitted Masonry Wall with Structural Columns

2015 ◽  
Vol 744-746 ◽  
pp. 288-291
Author(s):  
Zhen Lei ◽  
Yong Wang ◽  
Jun Tong Qu
Keyword(s):  
Shear Behavior ◽  
Masonry Wall ◽  
Fiber Reinforced Polymer ◽  
Masonry Walls ◽  
Lateral Shear ◽  
Maximum Displacement ◽  
Plane Shear ◽  
Damage Level ◽  
Reinforced Polymer ◽  
Shear Performance

To overcome the shortcoming of unreinforced masonry (URM) structure, structural columns are added in its construction to avoid the sudden collapse. This kind of structures still suffers different degrees of damage in the earthquake. This paper assesses the in-plane shear behavior of masonry walls with structural columns retrofitted with FRP (fiber reinforced polymer). The tests of two half-scaled masonry walls under cyclic loading have been carried out. One wall was served as reference specimen without any retrofitting scheme. Another specimen was tested to the pre-defined damage level and then strengthened with FRP sheets in mixed retrofitted configuration. The shear behavior of retrofitted specimen was discussed and compared with the reference in the aspect of lateral shear strength, maximum displacement and energy dissipation.

scholarly journals EXPERIMENTAL STUDY ON IN-PLANE SHEAR BEHAVIOR OF AAC BLOCK MASONRY WALLS WITHOUT OPENINGS

2018 ◽  
Vol 83 (749) ◽  
pp. 1075-1085
Author(s):  
Kenji TAKASHIMA ◽  
Ryota NAKAMURA ◽  
Shinji NAKATA ◽  
Tsutomu HANAI ◽  
Kuniyoshi SUGIMOTO ◽  
...  
Keyword(s):  
Experimental Study ◽  
Shear Behavior ◽  
Masonry Walls ◽  
Plane Shear

Characterization and analysis of in-plane shear behavior for glass warp knitted non-crimp fabrics based on bias extension experiment

2019 ◽  
Vol 111 (3) ◽  
pp. 394-404
Author(s):  
Ali Habboush ◽  
Huiqi Shao ◽  
Jinhua Jiang ◽  
Nanliang Chen
Keyword(s):  
Shear Behavior ◽  
Plane Shear ◽  
Bias Extension

A novel approach for precise determination of in-plane shear behavior of woven fabrics

2016 ◽  
Vol 87 (11) ◽  
pp. 1335-1348 ◽  
Author(s):  
Nazli Uren ◽  
Eren Oner ◽  
Ayse Okur
Keyword(s):  
Mechanical Properties ◽  
Correlation Coefficients ◽  
Shear Behavior ◽  
Precise Determination ◽  
Woven Fabrics ◽  
Raw Material ◽  
Bending Rigidity ◽  
Plane Shear ◽  
Novel Approach ◽  
Shear Frame

The ability of a textile product to change shape under motion-based diagonal forces defines the shear behavior of a fabric and its suitability for a wearable garment design. The principal aim of this study is to introduce a new shear frame and investigate the effects of raw material and setting on in-plane shear behavior of woven fabrics. For this purpose, the mechanical properties of systematic and commercially available non-systematic fabrics were measured. A novel approach to determine the in-plane shear behavior of woven fabrics via two complementary shear frame measurements was presented. The results were also compared with a conventional method known as the bias extension method. It was established that the proposed method provides more accurate and precise results. In order to investigate the correlation between in-plane shear behavior and other mechanical properties, bending rigidity and extension ability of fabrics were measured as well. The analyses regarding the relations between selected fabric parameters showed that there are considerably high correlation coefficients. The effect of raw material and setting was likewise found out to be statistically significant.

scholarly journals A STUDY ON FLEXURAL-SHEAR BEHAVIOR OF TIMBER JOINT USING LAGSCREWBOLTS, DRIFTPINS AND STEEL PLATE

2013 ◽  
Vol 78 (694) ◽  
pp. 2163-2171
Author(s):  
Hiroyasu SAKATA ◽  
Shinobu MIYAKI ◽  
Yoshihiro YAMAZAKI ◽  
Kento SUZUKI ◽  
Hiromichi ITO ◽  
...  
Keyword(s):  
Steel Plate ◽  
Shear Behavior ◽  
Timber Joint

Study of the cohesion of carbon fiber yarns: in-plane shear behavior

2016 ◽  
Vol 10 (5) ◽  
pp. 671-683
Author(s):  
A. Wendling-Hivet ◽  
M. Ramón Ferré ◽  
S. Allaoui ◽  
R. Nunez ◽  
S. Loison ◽  
...  
Keyword(s):  
Carbon Fiber ◽  
Shear Behavior ◽  
Plane Shear
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