Results 11 to 20 of about 2,401,267 (288)

Formulation of Anisotropic Strength Criterion for Geotechnical Materials

open access: yesAdvances in Civil Engineering, 2020
A new nonlinear unified strength (NUS) criterion is obtained based on the spatially mobilized plane (SMP) criterion and Mises criterion. New criterion is a series of smooth curves between SMP curved triangle and Mises circle in the π plane and thereby ...
Liping Chen   +5 more
doaj   +2 more sources

Multiaxial Strength Criterion Model of Concrete Based on Random Forest

open access: yesMathematics, 2023
The concrete strength criterion is the basis of strength analysis and evaluation under a complex stress state. In this paper, a large number of multiaxial strength tests were carried out, and many mathematical expressions of strength criteria were ...
Xingqiao Chen   +5 more
doaj   +2 more sources

Micromechanics-Based Strength Criterion for Root-Reinforced Soil

open access: yesMathematics
To address the limitation of using experimental parameters in the macroscopic strength criterion, a micromechanical strength criterion for root-reinforced soil is developed.
Wei Luo   +4 more
doaj   +2 more sources

A compressive strength criterion for anisotropic rock materials [PDF]

open access: yesCanadian Geotechnical Journal, 1988
This paper proposes a general compressive strength criterion for anisotropic rock materials under multiaxial states of stress. The proposed criterion is a generalization of the Von Mises' criterion for yielding of ductile metals, which has also been used previously as a strength criterion for brittle fracture in the spirit of both being limits of ...
Ashour, H. A.
core   +6 more sources

Study on strength criterion of gas hydrate-coal mixture based on Drucker - Prager criterion

open access: yesMeikuang Anquan, 2022
In order to obtain the applicability of the strength criterion of gas hydrate coal under high saturation, based on Drucker-Prager criterion and combined with the stress-strain curve of gas hydrate coal under conventional triaxial compression, the error ...
GAO Xia, MENG Wei, ZHANG Baoyong
doaj   +2 more sources

A comparative analysis of several nonlocal fracture criteria [PDF]

open access: yes, 1998
Comparative analysis has been carried out for three nonlocal fracture criteria (NLFC) in application to plane problems: the average stress fracture criterion (ASFC), the minimum stress fracture criterion (MSFC) and the fictitious crack fracture criterion
Mikhailov, SE, Isupov, LP
core   +6 more sources

EMPIRICAL STRENGTH CRITERION OF COMPOSITE MATERIALS

open access: yesВестник Донского государственного технического университета, 2018
Empirical long-term strength criterion in terms of limit stress for constructive polymer materials considering ageing factor is found. The criterion corresponds to the type of Goldenblat - Kopnov.
O.G. OSYAEV
doaj   +1 more source

Local and non-local normalised equivalent strain functionals for cyclic fatigue [PDF]

open access: yes, 2004
The concept of Cyclic Normalised Equivalent Strain Functionals (CNESnFs) suitable for lowcyclic fatigue is developed in this paper. It reduces any fatigue strength and durability model to a unique form what facilitates the models comparison ...
Mikhailov, SE, Namestnikova, IV
core   +6 more sources

Global subjective memorability and the strength-based mirror effect [PDF]

open access: yes, 2009
Between-list manipulations of memory strength through repetition commonly generate a mirror effect, with more hits, and fewer false alarms for strengthened items. However, this pattern is rarely seen with within-list manipulations of strength.
Perfect, Timothy J.   +5 more
core   +1 more source

Strength criterion for frozen saline sand considering effects of loading rates

open access: yesYantu gongcheng xuebao, 2019
The external conditions such as confining pressures and loading rates have significant influences on the strength of frozen saline soil. A series of conventional triaxial compression tests under different loading rates are carried out for Delingha frozen
GAO Juan 1,2,3, LAI Yuan-ming 1,3, CHANG dan 4, NIU Ya-qiang 5
doaj   +1 more source

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