Determination of the ultimate strength of rocks of Neryungri 193 of the coal deposit by the method of concentrated force

The object of this paper is to present charts for the ultimate strength design of L-sections subjected to combined normal force and bending. The method of derivation of these charts is briefly described. It is general and applicable to other odd-shaped sections. It also conforms to the basic assumptions adopted in the CSA Standard A 23.3-1973. The charts can be used either for the determination of the dimensions of the section or for the check of its capacity.

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Application of 3D-printing technologies for production of master-model in engineering industry

Technology of metals ◽

10.31044/1684-2499-2021-0-9-17-21 ◽

2021 ◽

Vol 0 (9) ◽

pp. 17-21

Author(s):

O. A. Dvoryankin ◽

◽

N. I. Baurova ◽

Keyword(s):

3D Printing ◽

Layer Thickness ◽

Ultimate Strength ◽

3D Models ◽

Engineering Industry ◽

Master Model ◽

Parameter Influence ◽

Printing Parameter

Analysis of 3D-printing methods used in the molding production to manufacture master-models has been carried out. The technology was selected, which allowed one to make high-precision parts, combining the molding and the 3D-printing. Factors effecting on the quality of 3D-models printed by this technology were analyzed. Experimental studied for determination of the printing parameter influence (layer thickness, filling percentage, printing velocity) on ultimate strength of specimens made of ABS-plastic were carried out.

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On the Statistical Determination of Yield Strength, Ultimate Strength, and Endurance Limit of a Particle Reinforced Metal Matrix Composite (PRMMC)

Direct Methods for Limit and Shakedown Analysis of Structures ◽

10.1007/978-3-319-12928-0_6 ◽

2015 ◽

pp. 105-122 ◽

Cited By ~ 2

Author(s):

Geng Chen ◽

Utku Ahmet Ozden ◽

Alexander Bezold ◽

Christoph Broeckmann ◽

Dieter Weichert

Keyword(s):

Yield Strength ◽

Metal Matrix Composite ◽

Ultimate Strength ◽

Matrix Composite ◽

Metal Matrix ◽

Endurance Limit ◽

Statistical Determination

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Determination of generalized displacements in an orthotropic plate under the action of concentrated force based on the {1,0}-approximation

Proceedings of Moscow Institute of Physics and Technology ◽

10.53815/20726759_2021_13_1_89 ◽

2021 ◽

Vol 13 (1) ◽

pp. 89-95

Author(s):

N.S. Bondarenko

Keyword(s):

Orthotropic Plate ◽

Concentrated Force ◽

Generalized Displacements

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Determination of Ultimate Strength of Individual Filaments of Basalt and Taparan Aramid Fibers

Fibre Chemistry ◽

10.1007/s10692-020-10139-0 ◽

2020 ◽

Vol 51 (6) ◽

pp. 477-479

Author(s):

S. M. Shebanov ◽

I. K. Novikov ◽

I. A. Gerasimov

Keyword(s):

Ultimate Strength ◽

Aramid Fibers

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Experimental Determination of the Ultimate Strength of Box Girder Specimens

Volume 9: Prof. Norman Jones Honoring Symposium on Impact Engineering; Prof. Yukio Ueda Honoring Symposium on Idealized Nonlinear Mechanics for Welding and Strength of Structures ◽

10.1115/omae2016-54140 ◽

2016 ◽

Author(s):

Thomas Lindemann ◽

Patrick Kaeding ◽

Eldor Backhaus

Keyword(s):

Finite Element ◽

Experimental Determination ◽

Ultimate Strength ◽

Progressive Collapse ◽

Bending Moment ◽

Element Model ◽

Experimental Results ◽

Bending Test ◽

Box Girder

The Finite Element Method (FEM) is a feasible tool to perform progressive collapse analyses of large structural systems. Despite enormous developments in finite element formulations and computer technologies the results of structural analyses should be validated against experimental results. In this paper the collapse behaviour of two identical box girder specimens is determined experimentally for the load case of pure longitudinal bending. The specimens are composed of stiffened plate panels and connected at either ends to a loading structure. Within a 4-point bending test a constant bending moment is applied to each specimen to determine the collapse behaviour even in the post-ultimate strength range. The results of the experimental determination of the ultimate strength are presented for the box girder specimens. To simulate the collapse behaviour a finite element model is used and validated against experimental results.

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The method of caustics for the determination of normal loads acting on surfaces of elastic bodies

The Journal of Strain Analysis for Engineering Design ◽

10.1243/03093247v151037 ◽

1980 ◽

Vol 15 (1) ◽

pp. 37-41 ◽

Cited By ~ 3

Author(s):

P S Theocaris ◽

N I Ioakimidis

Keyword(s):

Three Dimensional ◽

Contact Problems ◽

Two Dimensional ◽

Concentrated Force ◽

Elastic Bodies ◽

Plate And Shell ◽

Elasticity Problems ◽

Three Dimensional Elasticity ◽

Quantities Of Interest

The optical method of caustics constitutes an efficient experimental technique for the determination of quantities of interest in elasticity problems. Up to now, this method has been applied only to two-dimensional elasticity problems (including plate and shell problems). In this paper, the method of caustics is extended to the case of three-dimensional elasticity problems. The particular problems of a concentrated force and a uniformly distributed loading acting normally on a half-space (on a circular region) are treated in detail. Experimentally obtained caustics for the first of these problems were seen to be in satisfactory agreement with the corresponding theoretical forms. The treatment of various, more complicated, three-dimensional elasticity problems, including contact problems, by the method of caustics is also possible.

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