Basement Stretch and Ground Fissures Formation in Linfen Basin

2014 ◽  
Vol 711 ◽  
pp. 562-565 ◽  
Author(s):  
Ming Dong Zang ◽  
Ji Wei Xu ◽  
Ya Hong Deng ◽  
Jia He ◽  
Jian Wei Qiao ◽  
...  
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Tensile Deformation ◽  
Deep Structure ◽  
Stress And Strain ◽  
Strain Response ◽  
Fracture System ◽  
Ground Fissures ◽  
Response Characteristics ◽  
The World

The Linfen Basin can be the most developed area of ground fissures and the associated geo-hazard in China and even in the world. Taking the Linfen Basin as the prototype, a numerical analysis with finite element method is made to study the stress and strain response characteristics of superficial ground and multistage fracture system subjected to the action of basement stretching. The germination relationship between deep structure activities and ground fissures development is revealed. Results show that the basement stretching can cause the tensile deformation of superficial ground. When this kind of action is coupled with normal dip-slipping tension of faults, it can inevitably form or aggravate the tension-shear fracturing, and establish the tectonic foundation for the development of ground fissures.

scholarly journals Stress and strain analysis from dynamic loads of mechanical hand using finite element method

2018 ◽  
Vol 352 ◽  
pp. 012017 ◽  
Author(s):  
Iskandar Hasanuddin ◽  
Husaini ◽  
M. Syahril Anwar ◽  
B.Z. Sandy Yudha ◽  
Hasan Akhyar
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Strain Analysis ◽  
Dynamic Loads ◽  
Stress And Strain ◽  
Mechanical Hand ◽  
Element Method

Design and Analysis of the Transmission System in Geared Turbofan Engine

2019 ◽  
Author(s):  
Yanzhong Wang ◽  
Kai Yang ◽  
Wen Tang
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Comparative Analysis ◽  
Finite Element Method Simulation ◽  
Transmission System ◽  
Contact Analysis ◽  
Gear System ◽  
Tooth Surface ◽  
Stress And Strain ◽  
Element Method

Abstract A comparative analysis of the structural form and gear type of the gear-driven fan engine reducer is made. Comparative analysis of different transmission structure forms and different gear types, the results show that the star-shaped structure with herringbone gear is more suitable for aero-engine fan reducer, especially in the case of high output speed and high gear bearing capacity. According to the design conditions, the basic parameters of the gear system of the transmission system were preliminarily designed. The gear loading calculations were carried out by finite element method and ISO method respectively, and the root bending stress and tooth surface contact stress obtained by the two methods were compared and analyzed. The results show that the parameters of the fan reducer gear system designed using ISO standards are more conservative. The gear stress obtained by the finite element method simulation is close to the nominal stress calculated in the ISO standard, which verifies the rationality of the finite element model. On this basis, the gear shaping parameters are designed according to the stress and strain conditions of the finite element loading contact analysis, and the appropriate shaping parameters are obtained. Based on the stress and strain results of the finite element loading contact analysis, we designed the gear modification parameters and obtained the appropriate modification parameters.

Modification of Pre-Cracked Charpy Specimens for Surveillance Specimen Programs

2009 ◽  
Author(s):  
Boris Margolin ◽  
Vladimir Nikolaev ◽  
Valentin Fomenko ◽  
Lev Ryadkov
Keyword(s):  
Experimental Data ◽  
Finite Element Method ◽  
Fracture Toughness ◽  
Finite Element ◽  
Brittle Fracture ◽  
Stress And Strain ◽  
Test Results ◽  
Deep Side ◽  
Strain Fields ◽  
Calculation Analysis

Application of pre-cracked Charpy specimens with various depth of side-grooves is considered for fracture toughness prediction. Recommendations for prediction of temperature dependence of fracture toughness are given when using small-sized specimens with deep side-grooves. Test results of about 500 specimens, cut from materials with various degrees of embrittlement are presented. On the basis of 3D calculations by finite element method the procedure used in standard ASTM E 1921 for calculation of Ke and J, is developed for bending specimens with deep side-grooves. An attempt is undertaken to explain the obtained experimental data from the standpoints of the available criteria of brittle fracture based on calculation analysis of stress and strain fields (SSF) of SE(B)-10 specimens with various depths of side-grooves.

Deformation and Failure Features of Surrounding Rock for Combining Mining in Steep and Close Seam

2013 ◽  
Vol 327 ◽  
pp. 338-341 ◽  
Author(s):  
Jia Fan Zhang ◽  
Wei Gang Shi
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Coal Seam ◽  
Difficult Problem ◽  
Surrounding Rock ◽  
Mining Method ◽  
Deformation And Failure ◽  
The World ◽  
Mining Methods ◽  
Different Thickness

Being closer space among steep and close seams, there always is a mutually destructive influence on adjacent seams while mining arbitrary coal seam within the same mining section, so the scientific mining method of steep and close seam is always the difficult problem to mining workers. Urumchi coalfield developed by Shenhua Xijiang corporation is a very few mine in China and even the world, in which entirely existing and exploiting steep and close seam. There are more than 30 layers of steep seams with different thickness and different distance. Aiming to the steep and close seams in Jiangou coalmine of urumchi mine, the combining mining methods with different mining approaches and different advancing distances were numerically simulated using 2-D and 3-D Finite Element Method, the deformation and failure features of surrounding rock were studied, and then the scientific of combining mine in steep and close seam was investigated.

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