Shear strength of panel zone in beam-to-column connections

2012 ◽  
Vol 71 ◽  
pp. 129-142 ◽  
Author(s):  
Giuseppe Brandonisio ◽  
Antonio De Luca ◽  
Elena Mele
Keyword(s):  
Shear Strength ◽  
Panel Zone

The importance of panel zone shear strength on seismic behavior of improved slotted-web beam connections

2017 ◽  
Vol 17 (1) ◽  
pp. 307-318 ◽  
Author(s):  
Mohammad Reza Adlparvar ◽  
Mohammad Ghasem Vetr ◽  
Farshad Ghaffari
Keyword(s):  
Shear Strength ◽  
Seismic Behavior ◽  
Panel Zone

Stress Transferring Mechanism and the Bearing Capacity of Joints between Concrete-Filled Square Steel Tubular Special-Shaped Columns and Steel Beams

2011 ◽  
Vol 105-107 ◽  
pp. 926-930
Author(s):  
Xi Chen
Keyword(s):  
Shear Strength ◽  
Energy Dissipation ◽  
Structural Performance ◽  
Steel Beams ◽  
Steel Beam ◽  
Loading Capacity ◽  
Panel Zone ◽  
Strong Energy ◽  
New Type ◽  
Energy Dissipation Capacity

In recent years, a new type of frame consisting of steel beam and concrete-filled square steel tubular special-shaped column is increasingly widespread. Compared with the joint of ordinary reinforced concrete special shaped frame, the joint between concrete-filled square steel tubular special-shaped columns and steel beams has the advantage of better ductility, higher loading capacity, uncomplicated reinforcement disposing and convenience in construction. This paper indicates that the joint has strong energy dissipation capacity and high loading capacity, and the use of diaphragm is effective to enhance the structural performance of the joints. Stress transferring mechanism in the joints is discussed, and the calculating model of the shear strength of panel zone is established. This study is helpful for further study of the design and use of the joint between concrete-filled square steel tubular special-shaped columns and steel beams.

Comparative study of design procedures for CFST-to-steel girder panel zone shear strength

2014 ◽  
Vol 94 ◽  
pp. 114-121 ◽  
Author(s):  
Xiao-Gang Liu ◽  
Mu-Xuan Tao ◽  
Jian-Sheng Fan ◽  
Jerome F. Hajjar
Keyword(s):  
Shear Strength ◽  
Comparative Study ◽  
Steel Girder ◽  
Design Procedures ◽  
Panel Zone

Analysis of Seismic Checking of Panel Zone with Unequal Beam Height in Steel Structures

2012 ◽  
Vol 204-208 ◽  
pp. 2837-2840
Author(s):  
Su Juan Dai ◽  
Hui Yuan Shi ◽  
Xiu Ting Wei
Keyword(s):  
Shear Strength ◽  
Seismic Design ◽  
Steel Structure ◽  
Steel Structures ◽  
Calculation Formula ◽  
Design Code ◽  
Panel Zone ◽  
Seismic Design Code ◽  
Current Design ◽  
Beam Height

Seismic checking of panel zone for steel frame is very important in seismic checking of steel structure. This paper starts with the comprehension of new seismic design code of 2010, and the calculation formula of shear strength and yield bearing capacity for the panel zone is derived when the beam height in two side of joint is unequal, resorting to current Design Code for the Steel Structures and Seismic Design Code for Buildings. The formula is utilized for an engineering example in this paper, and it can provide some references for the design of steel structure.

Holding Power of Orthopaedic Screws in Metacarpal and Metatarsal Bones of Young Calves

1992 ◽  
Vol 05 (03) ◽  
pp. 100-103 ◽  
Author(s):  
G. Jean ◽  
J. K. Roush ◽  
R. M. DeBowes ◽  
E. M. Gaughan ◽  
J. Kirpensteijn
Keyword(s):  
Shear Strength ◽  
Tensile Load ◽  
Young Female ◽  
Limiting Factor ◽  
Holding Power ◽  
Metatarsal Bones ◽  
Bone Width ◽  
Load To Failure ◽  
Holstein Calves

SummaryThe holding power and holding power per mm bone width of 4.5 mm and 5.5 mm cortical and 6.5 mm cancellous orthopaedic screws were obtained by tensile load-to-failure studies in excised metacarpal and metatarsal bones of young female Holstein calves. Holding power and holding power per mm bone width of 6.5 mm orthopaedic screws were significantly greater than those of 4.5 and 5.5 mm orthopaedic screws in the diaphysis and metaphysis. Significant differences were not detected between holding power and holding power per mm bone width of 4.5 and 5.5 mm orthopaedic screws. The holding power was not different between metacarpi and metatarsi. The limiting factor in all tests of holding power was the shear strength of the bone. We found that 6.5 mm orthopaedic screws have the greatest holding power in the metacarpal and metatarsal bones of young calves.This study compares the holding power of 4.5 mm and 5.5 mm cortical and 6.5 mm cancellous orthopaedic screws in excised metacarpal and metatarsal bones from young female Holstein calves. We found that 6.5 mm orthopaedic screws have the greatest holding power.

The Fully Softened Shear Strength of Lake Agassiz Clays

2020 ◽  
Author(s):  
Iván A. Contreras ◽  
Jed D. Greenwood ◽  
Aaron T. Grosser
Keyword(s):  
Shear Strength ◽  
Lake Agassiz ◽  
Fully Softened Shear Strength

Influence of anatomy on the adhesion performance of four wood species

2020 ◽  
Vol 9 (4) ◽  
pp. e31942727
Author(s):  
João Gabriel Missia da Silva ◽  
Pedro Nicó de Medeiros ◽  
Denise Ransolin Soranso ◽  
Vinicius Peixoto Tinti ◽  
José Tarcísio da Silva Oliveira ◽  
...  
Keyword(s):  
Shear Strength ◽  
Specific Gravity ◽  
Wood Species ◽  
Tectona Grandis ◽  
Glue Line ◽  
Anatomical Characteristics ◽  
Ray Cells ◽  
Adhesion Performance ◽  
Adhesion Process

The aim of this study was to evaluate the influence of anatomical characteristics on the adhesion performance of Vatairea sp., Paulownia sp., Aspidosperma populifolium and Tectona grandis wood. Specimens for anatomical, physical and mechanical analyzes were produced from tangentially oriented boards. The treatments were joint glued from pieces of the same anatomical orientation (radial and tangential), evaluated for shear strength and glue line failure. The Vatairea sp wood had the highest specific gravity (0.74 g cm-3) and the Paulownia sp (0.34 g cm-3) wood was smaller. Aspidosperma populifolium species showed the highest shear strength in the glue line in the tangential and radial faces. The anatomical variables with higher influence on the wood adhesion process were pith ray cells and especially fibers that exhibit the greatest correlation with the shear strength of the glue line.

Sign in / Sign up

Export Citation Format

Share Document