Longitudinal-Transverse Bending of Physically Nonlinear Rods by Quasi-Static Loads and Mass Forces

2021 ◽  
pp. 447-457
Author(s):  
Yury Nemirovskii ◽  
Sergey Tikhonov
Keyword(s):  
Static Loads ◽  
Transverse Bending

Semi Static Loads in an Integral Abutment Bridge

2016 ◽  
Vol 106 (13) ◽  
pp. 61-69
Author(s):  
Miguel MUNOZ ◽  
Junqing XUE ◽  
Bruno BRISEGHELLA ◽  
Camillo NUTI
Keyword(s):  
Integral Abutment ◽  
Static Loads ◽  
Integral Abutment Bridge

On the deformation mechanism of re-entrant honeycomb auxetics under inclined static loads

2021 ◽  
Vol 286 ◽  
pp. 129214
Author(s):  
Rahul Singh Dhari ◽  
Zia Javanbakht ◽  
Wayne Hall
Keyword(s):  
Deformation Mechanism ◽  
Static Loads

The Flexural Centre or Centre of Shear

1954 ◽  
Vol 58 (526) ◽  
pp. 728-728
Author(s):  
J. A. Jacobs
Keyword(s):  
Transverse Bending ◽  
Bending Loads ◽  
The Subject ◽  
Channel Beam

Professor koiter, in his note (January 1954 Journal) states that I (April 1953 Journal) was “ apparently unaware” of Weber's two papers on the subject, published in 1924 and 1926. I was aware of the papers, having cited them in the bulletin by Seely, Putnam and Schwalbe on “The Torsional Effect of Transverse Bending Loads on Channel Beams.“Some references in addition to those already cited may be of interest. The unorthodox behaviour of a channel beam in bending was observed and reported by C. Bach in 1909–1910. A. and L. Foppl wrote a section on the “Schubmittelpunkt” in their book “Drang und Zwang.“

The transverse bending of single crystals of aluminum

JOM ◽  
1949 ◽  
Vol 1 (10) ◽  
pp. 710-720 ◽  
Author(s):  
M. K. Yen ◽  
W. R. Hibbard
Keyword(s):  
Single Crystals ◽  
Transverse Bending

Behavior of peanut bulk under static loads

2007 ◽  
Vol 80 (2) ◽  
pp. 385-390 ◽  
Author(s):  
E. Güzel ◽  
İ.D. Akçalı ◽  
A. İnce
Keyword(s):  
Static Loads

Thermomechanical Analysis of the Welding Process Using the Finite Element Method

1975 ◽  
Vol 97 (3) ◽  
pp. 206-213 ◽  
Author(s):  
E. Friedman
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Welding Process ◽  
Thermomechanical Analysis ◽  
Analytical Models ◽  
The Finite Element Method ◽  
Nonuniform Temperature ◽  
Butt Weld ◽  
Transverse Bending ◽  
Finite Element Formulations

Analytical models are developed for calculating temperatures, stresses and distortions resulting from the welding process. The models are implemented in finite element formulations and applied to a longitudinal butt weld. Nonuniform temperature transients are shown to result in the characteristic transverse bending distortions. Residual stresses are greatest in the weld metal and heat-affected zones, while the accumulated plastic strain is maximum at the interface of these two zones on the underside of the weldment.

Experimental Study on the Combined Effect of Cyclic and Static Loads on the Mechanical Properties of the Saturated Soft Clay Material

2016 ◽  
Vol 723 ◽  
pp. 843-848
Author(s):  
Yi Wei ◽  
Ying Zhu ◽  
Jing Ni
Keyword(s):  
Mechanical Properties ◽  
Cyclic Load ◽  
Stress Ratio ◽  
Axial Strain ◽  
Soft Clay ◽  
Cyclic Stress ◽  
Excess Pore Pressure ◽  
Static Loads ◽  
Cyclic Stress Ratio ◽  
Excess Pore

The combined effect of cyclic and static loads on the mechanical properties of the soft clay was experimentally investigated by conducting undrained cyclic triaxial tests on Shanghai clay. The results show that an increment in either static or cyclic load increases excess pore pressures and axial strains. For a given value of combined cyclic and static loads, the mechanical properties of the soft clay are more sensitive to the cyclic load. Furthermore, the accumulated excess pore pressure and axial strain for a larger cyclic stress ratio and a lower combined stress ratio might overcome that for a lower cyclic stress ratio and a higher combined stress ratio. The mechanical properties of the soft clay after the cyclic load was unloaded were also discussed. It was observed that the excess pore pressure and axial strain under the static load alone decrease gradually with time. The trend of them largely depends on the ratio of cyclic load to static load.

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