Prying action in an elastic T-stub tensile connection

Journal of Constructional Steel Research ◽

10.1016/j.jcsr.2020.106027 ◽

2020 ◽

Vol 169 ◽

pp. 106027

Author(s):

Dan Hu ◽

Jim Papadopoulos ◽

George G. Adams

Keyword(s):

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Effect of Prying Action Forces on Design Method of Rigid Bolted Connections with Circular End Plate

International Journal of Steel Structures ◽

10.1007/s13296-018-0310-9 ◽

2018 ◽

Vol 18 (1) ◽

pp. 127-137

Author(s):

Mohammad Reza Farajpour ◽

Jamshid Sabouri

Keyword(s):

Design Method ◽

Bolted Connections ◽

End Plate ◽

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Numerical Evaluation of Flange Thickness on the Contact Stress and Prying Action in T-Stub Steel Connections

Proceedings of the Tenth International Conference on Civil, Structural and Environmental Engineering Computing ◽

10.4203/ccp.81.159 ◽

2009 ◽

Author(s):

C.A.S. Freitas ◽

L.M. Bezerra ◽

Y. Nagato

Keyword(s):

Contact Stress ◽

Numerical Evaluation ◽

Steel Connections ◽

Prying Action ◽

Flange Thickness

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A Prying Action Force and Contact Force Estimation Model for a T-Stub Connection with High-Strength Bolts

Journal of Asian Architecture and Building Engineering ◽

10.3130/jaabe.12.309 ◽

2013 ◽

Vol 12 (2) ◽

pp. 309-316 ◽

Author(s):

Jae-Guen Yang ◽

Jae-Ho Park ◽

Hyun-Kwang Kim ◽

Min-Chang Back

Keyword(s):

Contact Force ◽

High Strength ◽

Force Estimation ◽

Estimation Model ◽

Prying Action ◽

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Analytical models for the initial axial tensile stiffness and ultimate tensile load of a T-stub, including the effects of prying action

International Journal of Steel Structures ◽

10.1007/s13296-013-2012-7 ◽

2013 ◽

Vol 13 (2) ◽

pp. 341-352 ◽

Author(s):

Jae-Guen Yang ◽

Hyun-Kwang Kim ◽

Jae-Ho Park ◽

Min-Chang Back

Keyword(s):

Tensile Load ◽

Analytical Models ◽

Tensile Stiffness ◽

Prying Action ◽

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Prying action in bolted circular flange joints: Approach based on component method

Engineering Structures ◽

10.1016/j.engstruct.2020.111528 ◽

2021 ◽

Vol 228 ◽

pp. 111528

Author(s):

Lucjan Ślęczka ◽

Dariusz Leń

Keyword(s):

Component Method ◽

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INFLUENCE OF PRYING ACTION ON BENDING STRENGTH ABOUT WEB BOLTED MOMENT JOINTS OF ALUMINUM ALLOY BEAM EXPOSED TO FIRE

AIJ Journal of Technology and Design ◽

10.3130/aijt.14.477 ◽

2008 ◽

Vol 14 (28) ◽

pp. 477-482

Author(s):

Hisashi ISHII ◽

Takeo HIRASHIMA ◽

Hideki UESUGI

Keyword(s):

Aluminum Alloy ◽

Bending Strength ◽

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Tensile Capacity of Single-Angle Shear Connections Considering Prying Action

Journal of Structural Engineering ◽

10.1061/(asce)st.1943-541x.0000678 ◽

2013 ◽

Vol 139 (4) ◽

pp. 504-514 ◽

Author(s):

W. M. Kim Roddis ◽

Deborah Blass

Keyword(s):

Prying Action ◽

Shear Connections

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Prediction Models for the Prying Action Force and Contact Force of a T-stub Fastened by High-Strength Bolts

Journal of Korean Society of Steel Construction ◽

10.7781/kjoss.2013.25.4.409 ◽

2013 ◽

Vol 25 (4) ◽

pp. 409 ◽

Author(s):

Yang

Keyword(s):

Contact Force ◽

Prediction Models ◽

High Strength ◽

Prying Action ◽

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2164) Basic Research for Tension-Type Bolted Connections : Experiment on Bolted Structural Joints Subjected in prying Action produced by Deformation of Conneted Parts(Structure)

Transactions of the Architectural Institute of Japan ◽

10.3130/aijsaxx.103.0_220 ◽

1964 ◽

Vol 103 (0) ◽

pp. 220

Author(s):

Kenzo Washio ◽

Kozo Wakiyama ◽

Yoshinori Nagai

Keyword(s):

Basic Research ◽

Bolted Connections ◽

Prying Action ◽

Structural Joints

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Rational Analysis of Prying Action in Tension Bolted Connections

Building Integration Solutions ◽

10.1061/40798(190)31 ◽

2006 ◽

Author(s):

H. Estrada ◽

J. L. Huang

Keyword(s):

Bolted Connections ◽

Rational Analysis ◽

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