shear failure

Failure mode is bending failure along the surface occurred by bond-type damage, take the place of shear failure.

Firstly, axial plastic deformation of rock specimen in uniaxial compression subjected to shear failure is investigated.

Reinforced concrete structures under severe dynamic loads may induce flexure, flexure-shear and direct shear failure modes.

The shear displacement increases with increasing normal stress and cement content at the same height in shear failure state.

The types of shear failure are analyzed and categorized. Bearing capacity and displacement of specimens are given.

In general, to ensure the final shear failure, a very large longitudinal reinforcement ratio, usually larger than 2.

Secondly, the effect of specimen length on total fracture energy in uniaxial compression subjected to shear failure is analyzed.

Experimental data show that MSW's shear failure still satisfies the Mohr-Coulomb criterion.

In mining, if the hard roof is submitted to shear failure, the sidesteps might sink or even collapse.

The model includes two parts: tensile damage described by TCK model and shear failure by RHT model.

The tri-shear failure theory can nearly one perfect project strength theory.

and the failure mode also changes from shear failure to compression failure.

Based on shear failure of concrete, a simple strain-based model is proposed in this paper.

The rock will show a single-cone compression-shear failure model under 3D coupled static and dynamic loads.

The valley of shear failure of concrete beam (Kani's valley).

Shear failure is a basic failure mode of borehole rock.

In addition, the failure mode switched from flexural failure to shear failure.

when the plate to concrete width ratio is larger, it is easy to fairly the concrete tension-shear failure at freed end.

Therefore, it's best to control masonry structure have bend failure but not shear failure.

Shear failure in pile head Fig. 4 Fig.

New tri-shear failure criterion and its application in elasto-plastic analysis for the wall rock of tunnel

Subsoil; Shear Failure Calculations for Shallow Foundations with Oblique and Eccentric Loading; Explanations and Examples of Calculations

Subsoil; Shear Failure Calculations for Shallow Foundations with Vertical and Central Loading; Explanations and Examples of Calculations

Shear Failure of a Free-Free Beam Subjected to Impact by a Projectile at the Mid- Span

Improvement of Part Settlement Foundation and Punching Shear Failure Pile Cap in a Dangerous Building

Analysis of Shear Failure Characteristic of Non-Web Bar Circular Reinforced Concrete Beam

Anisotropy of shear strength of layered rocks and determination of shear failure plane

The overhead building by using different length columns, shear failure easily occurs to short column;

Shear failure types of L-shaped high strength concrete columns

Shear failure water inrush mode at karst sink hole bottom in North China coal field

Shear Failure Mechanism of RCC and Single Specimen Test Method

Seepage Shear Failure of Sandy Soils by Pore Water Injection Test

Analysis of Shear Failure Features of Rock Material

Safety factor against shear failure

The tri-shear failure theory is compared with two kinds of other strength theory, more scientific, the scope of application is wider;