Novel local stress evaluation method in 3D IC using DRAM cell array with planar mOS capacitors

Author(s):  
Seiya Tanikawa ◽  
Hisashi Kino ◽  
Takafumi Fukushima ◽  
Mitsumasa Koyanagi ◽  
Tetsu Tanaka
2014 ◽  
Vol 627 ◽  
pp. 337-340
Author(s):  
Wouter de Corte ◽  
Arne Jansseune

Complex welded structures such as bridges are very often designed with the help of FE analysis. However, one should remain cautious when using such an analysis, since the results are mesh sensitive, with especially the mesh density and the element type influencing the results. In addition, these results are in most cases retrieved in hot spot areas with high stress gradients, where the maximum stress even cannot be correctly determined with linear elastic finite element analysis. For that reason, a stress evaluation method is required to obtain relevant stress levels that can be directly related to fatigue detailing. The most complete set of stress evaluation recommendations is given in the Recommendations for Fatigue Design of Welded Joints and Components from the International Institute of Welding. Nevertheless, several authors have recently commented on the difficulties regarding the application of these methods for the rib to floorbeam welds in orthotropic bridge decks. This paper provides findings for this type of connections based on both shell and solid model analysis and relates these findings to work from other authors.


2015 ◽  
Vol 2 ◽  
pp. S937-S940 ◽  
Author(s):  
M. Chen ◽  
A. Matsumoto ◽  
A. Shibata ◽  
D. Terada ◽  
T. Miyazawa ◽  
...  

1987 ◽  
Vol 54 (1) ◽  
pp. 105-109 ◽  
Author(s):  
C. F. Sheng

The method of dislocation distribution has been applied extensively to crack related problems by many people in the last fifteen years. It has been proved to be very successful in terms of accuracy and versatility. However, the potential of applicability of this method has not been fully explored. This paper shows a way to apply this method to plane stress problems with any geometry and loading conditions. The method of dislocation distribution is similar to the Boundary Element Method in spirit, but has the advantage of enjoying the fully developed numerical schemes in solving the formulated system of singular integral equations. Without extensive investigation, it is hard to tell whether this new approach will produce better results than the traditional BIE method. However, as demonstrated by the excellent results from the numerical examples, this method should be competitive and have the potential to become one of the best candidates for the type of elasticity problems where local stress evaluation is needed.


Author(s):  
Linfa Zhu ◽  
Zhimin Tan

The stress evaluation of tensile armor layer in bent unbonded flexible pipe due to end fitting termination is investigated. A preliminary mathematical stress analysis model which accounts for the boundary condition at the end fitting interface is developed. Two shifting parameters are introduced to correct the friction field acting on the tensile wires. Closed form solutions are obtained for the modified friction force, axial stress and displacement. The validity of this model is investigated through a comparison with results obtained using a 3D finite element model. The relationship between the shifting parameters and the initial hoop position of wires is discussed. Studies of local stress elevation on wires with different initial hoop positions are conducted. The results show that end fitting effect could causes a significant stress elevation in a large amount of tensile wires if heavy pipe bending is permitted at the end fitting vicinity.


Author(s):  
Masanori Shintani ◽  
Michiyasu Noda ◽  
Akira Maekawa ◽  
Masakazu Sakashita

In the pipe line installed in the nuclear power plant, there are many reports of damage caused by fatigue as a result of machine vibration of a pump etc. Vibrational stress evaluation by the method using the strain-gauge method or the accelerometer as one of the preventive measures of these oscillating troubles etc. is performed. However, since many special skill and working hours are required for these methods, the development of vibration measurement and stress evaluation technology which operates quickly and easily at the spot is desired. The purpose of this research is the development of a technique and equipment which measures vibrational stress immediately using a laser displacement sensor. In the measurement technique proposed, displacement by the bending vibration of piping which vibrates using three sets of laser displacement sensors is measured, and vibrational stress is obtained by calculating the strain produced from those displacement differences for piping. This measuring instrument is a non-contact system, and a miniaturization and short-time measurement of equipment are easy. This paper deals with the concept of the vibrational stress measurement technique, the theory of the measuring method, and the procedure, the authors propose, using three sets of the laser displacement sensors. Furthermore, using a cantilever model, vibration experiments are conducted, displacements and strain are measured. Next, comparison with the stress by using the displacement measured by the experiment based on this technique and the stress from the strain measured by the experiment is performed. The application possibility of the technique is described.


2004 ◽  
Vol 2004.1 (0) ◽  
pp. 253-254
Author(s):  
A. Moriai ◽  
H. Suzuki ◽  
T. Shobu ◽  
M. Hataya ◽  
J. Mizuki ◽  
...  

2014 ◽  
Vol 580-583 ◽  
pp. 2011-2014
Author(s):  
Su Chao Xu ◽  
C Y. Jin

The phenomenon of spalling at Baihetan Hydropower Station is influenced by such factors as the stress redistribution in surrounding rock, the local stress concentration and also poor properties of disturbed belt. In this paper, a series of numerical simulation were carried out and some beneficial conclusions were gained as follows: 1) the ratio of maximum shear stress and uniaxial compressive strength is more rational in the prediction of spalling and can give confident explanation for “V” shape pits; 2) the in-situ geo-stress direction is in accordance with NNE and NE.


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