Longitudinal shear of an anisotropic body with a sharp-ended anisotropic inclusion

1983 ◽  
Vol 18 (6) ◽  
pp. 508-514
Author(s):  
L. T. Berezhnitskii ◽  
I. T. Denisyuk
Keyword(s):  
Anisotropic Body ◽  
Longitudinal Shear ◽  
Anisotropic Inclusion

Longitudinal shear of an anisotropic body with angular inclusions

1996 ◽  
Vol 32 (4) ◽  
pp. 476-481
Author(s):  
S. S. Barabash ◽  
I. T. Denysyuk
Keyword(s):  
Anisotropic Body ◽  
Longitudinal Shear

Plane problem for an anisotropic body with a sharp-ended anisotropic inclusion

1983 ◽  
Vol 19 (2) ◽  
pp. 135-142 ◽  
Author(s):  
L. T. Berezhnitskii ◽  
I. T. Denisyuk
Keyword(s):  
Plane Problem ◽  
Anisotropic Body ◽  
Anisotropic Inclusion

Longitudinal shear of an anisotropic body with crack-type defects

1977 ◽  
Vol 9 (12) ◽  
pp. 1410-1416
Author(s):  
L. T. Berezhnitskii ◽  
V. M. Sadivskii
Keyword(s):  
Anisotropic Body ◽  
Longitudinal Shear ◽  
Crack Type

The elastic potential of a deformable anisotropic body

1991 ◽  
Vol 23 (3) ◽  
pp. 282-285
Author(s):  
P. F. Prasolov
Keyword(s):  
Anisotropic Body ◽  
Elastic Potential

scholarly journals Longitudinal shear capacity of the slabs of composite beams

1976 ◽  
Vol 3 (4) ◽  
pp. 514-522 ◽  
Author(s):  
M. N. El-Ghazzi ◽  
H. Robinson ◽  
I. A. S. Elkholy
Keyword(s):  
Composite Beam ◽  
Shear Failure ◽  
Concrete Slab ◽  
Compressive Force ◽  
Longitudinal Shear ◽  
Composite Beams ◽  
Shear Capacity ◽  
Slab Width ◽  
Two Parameters ◽  
Concrete Elements

The longitudinal shear failure of the slab of composite beams is constrained to occur at a predetermined shear surface. A method for calculating the longitudinal shear capacity of the slab of simply-supported steel–concrete composite beams is presented. The method is based on analyzing the stresses at failure of the concrete elements located at the slab shear surface.A design chart based on estimating the transverse normal stress required within the concrete slab to achieve the full ultimate flexural capacity of the composite beam is proposed. Alternatively, using elastic–plastic stress distribution across the concrete slab, the longitudinal compressive force due to bending and hence the applied moment can be predicted for any longitudinal shear capacity of the slab. The proposed design and analysis when compared to previous tests and analysis showed good agreement.The slab width and the shear span of the composite beam are found to be two important parameters which cannot be neglected when estimating the longitudinal shear capacity of the slab. These two parameters have been neglected in the empirical solutions previously adopted.

scholarly journals The Elasto-Plastic Crack under Longitudinal Shear

2010 ◽  
Vol 14 (1-4) ◽  
pp. 101-112 ◽  
Author(s):  
B. V. Kostrov ◽  
L. V. Nikitin
Keyword(s):  
Longitudinal Shear
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