scholarly journals Study of the Single Shear Performance of a Joint with a New Beech and Self-Tapping Screw Composite Dowel

2022 ◽  
Vol 10 (2) ◽  
pp. 401-413
Author(s):  
Xudong Zhu ◽  
Yingying Xue ◽  
Xuewen Zhang ◽  
Pengfei Qi ◽  
Jie Shen ◽  
...  
Keyword(s):  
Shear Performance ◽  
Single Shear

scholarly journals Study on the Single Shear Performance of Nailed Joints for Structural Utilization of MDF I.

2019 ◽  
Vol 65 (4) ◽  
pp. 201-211
Author(s):  
Ryutaro Sudo ◽  
Hiro Kawahara ◽  
Yo Ochiai ◽  
Kenji Aoki ◽  
Masahiro Inayama
Keyword(s):  
Shear Performance ◽  
Single Shear

scholarly journals Study of Single Shear Performance of Nailed Joints for Structural Utilization of MDF II.

2020 ◽  
Vol 66 (3) ◽  
pp. 128-139
Author(s):  
Ryutaro Sudo ◽  
Hiro Kawahara ◽  
Yo Ochiai ◽  
Kenji Aoki ◽  
Masahiro Inayama
Keyword(s):  
Shear Performance ◽  
Single Shear

An Experimental Study on the Shear Performance of Fully Encapsulated Cable Bolts in Single Shear Test

2018 ◽  
Vol 51 (7) ◽  
pp. 2207-2221 ◽  
Author(s):  
Naj Aziz ◽  
Haleh Rasekh ◽  
Ali Mirzaghorbanali ◽  
Guanyu Yang ◽  
Saman Khaleghparast ◽  
...  
Keyword(s):  
Experimental Study ◽  
Shear Test ◽  
Cable Bolts ◽  
Shear Performance ◽  
Single Shear

scholarly journals Effect of Member Thickness and Nail Length Projecting from Main Member on Shear Performance of Single Shear Nailed Joints

2010 ◽  
Vol 56 (5) ◽  
pp. 317-325 ◽  
Author(s):  
Kei Sawata ◽  
Kosuke Honda ◽  
Takuro Hirai ◽  
Akio Koizumi ◽  
Yoshihisa Sasaki
Keyword(s):  
Shear Performance ◽  
Single Shear

Study on shear performance of the connection with external stiffening ring between square steel tubular column and unequal-depth steel beams

2020 ◽  
pp. 136943322098166
Author(s):  
Shuhao Yin ◽  
Bin Rong ◽  
Lei Wang ◽  
Yiliang Sun ◽  
Wuchen Zhang ◽  
...  
Keyword(s):  
Failure Modes ◽  
Plastic Hinge ◽  
Steel Tube ◽  
Nonlinear Finite Element ◽  
Steel Beams ◽  
Finite Element Models ◽  
Test Results ◽  
Panel Zone ◽  
Load Paths ◽  
Shear Performance

This paper studies the shear performance of the connection with the external stiffening ring between the square steel tubular column and unequal-depth steel beams. Two specimens of interior column connections were tested under low cyclic loading. The deformation characteristics and failure modes exhibited by the test phenomena can be summarized as: (1) two specimens all exhibited shear deformation in steel tube web of the panel zone and (2) weld fracture in the panel zone and plastic hinge failure at beam end were observed. Besides, load-displacement behaviors and strain distributions have been also discussed. The nonlinear finite element models were developed to verify the test results. Comparative analyses of the bearing capacity, failure mode, and load-paths between the equal-depth and unequal-depth beam models have been carried out.

Study on shear performance and calculation method for self-pierce riveted joints in galvanized steel sheet

2021 ◽  
Vol 161 ◽  
pp. 107490
Author(s):  
Zhiqiang Xie ◽  
Ailin Zhang ◽  
Weiming Yan ◽  
Yanxia Zhang ◽  
Tingting Mu ◽  
...  
Keyword(s):  
Calculation Method ◽  
Steel Sheet ◽  
Galvanized Steel ◽  
Riveted Joints ◽  
Shear Performance

scholarly journals Degradation of shear performance of screwed joints caused by wood decay

2020 ◽  
Vol 66 (1) ◽  
Author(s):  
Rintaro Ueda ◽  
Kei Sawata ◽  
Ryuya Takanashi ◽  
Yoshihisa Sasaki ◽  
Takanobu Sasaki
Keyword(s):  
Wood Decay ◽  
Shear Performance

scholarly journals Experimental and Numerical Studies on the Structural Performance of a Double Composite Wall

2021 ◽  
Vol 11 (2) ◽  
pp. 506
Author(s):  
Sun-Jin Han ◽  
Inwook Heo ◽  
Jae-Hyun Kim ◽  
Kang Su Kim ◽  
Young-Hun Oh
Keyword(s):  
Shear Strength ◽  
Precast Concrete ◽  
Structural Performance ◽  
Behavioral Characteristics ◽  
Element Analysis ◽  
Numerical Studies ◽  
Shear Performance ◽  
Flexural Analysis ◽  
Composite Wall ◽  
Current Code

In this study, experiments and numerical analyses were carried out to examine the flexural and shear performance of a double composite wall (DCW) manufactured using a precast concrete (PC) method. One flexural specimen and three shear specimens were fabricated, and the effect of the bolts used for the assembly of the PC panels on the shear strength of the DCW was investigated. The failure mode, flexural and shear behavior, and composite behavior of the PC panel and cast-in-place (CIP) concrete were analyzed in detail, and the behavioral characteristics of the DCW were clearly identified by comparing the results of tests with those obtained from a non-linear flexural analysis and finite element analysis. Based on the test and analysis results, this study proposed a practical equation for reasonably estimating the shear strength of a DCW section composed of PC, CIP concrete, and bolts utilizing the current code equations.

Sign in / Sign up

Export Citation Format

Share Document