thickness variable
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2020 ◽  
Vol 244 ◽  
pp. 112232 ◽  
Author(s):  
Biao Wang ◽  
Xiaowei Luo ◽  
Yizhong Liu ◽  
Zhengbao Yang

Optik ◽  
2018 ◽  
Vol 174 ◽  
pp. 481-488
Author(s):  
Ehssan S. Hassan ◽  
Ahmed N. Abd ◽  
Nadir F. Habubi ◽  
Hazim L. Mansour

2018 ◽  
Vol 45 (3) ◽  
pp. 0302007
Author(s):  
沈婷 Shen Ting ◽  
石拓 Shi Tuo ◽  
傅戈雁 Fu Geyan ◽  
张锐 Zhang Rui ◽  
胡晔 Hu Ye

2015 ◽  
Vol 43 (1) ◽  
pp. 20 ◽  
Author(s):  
Felipe Aguilera ◽  
Oscar Benavente ◽  
Francisco Gutiérrez ◽  
Jorge Romero ◽  
Ornella Saltori ◽  
...  

Planchón-Peteroa volcano started a renewed eruptive period between January 2010 and July 2011. This eruptive period was characterized by the occurrence of 4 explosive eruptive phases, dominated by low-intensity phreatic activity, which produced almost permanent gas/steam columns (200-800 m height over the active crater). Those columns presented frequently scarce ash, and were interrupted by phreatic explosions that produced ash columns 1,000-3,000 m height in the more intense periods. Eruptive plumes were transported in several directions (NW, N, NE, E and SE), but more than half of the time the plume axis was 130-150° E, and reached a distance up to 638 km from the active crater. Tephra fall deposits identified in the NW, N, NE, E and SE flanks covered an area of 1,265 km2, thickness variable from 4 m (SE border of active crater) to ~0.5 cm 36.8 km SE and ~8 km NW from active crater, respectively, corresponding to a minimum volume of 0.0088 km3. Tephra fall deposit is exclusively constituted of no juvenile fragments including: lithics fragments as main component, quartz and plagioclase crystals, some oxidized lithics, and occasional presence of Fe oxide, and less frequently Cu minerals, as single fragments. We present new field-based measurements data of the geochemistry of gas/water from fumaroles and acid crater lakes, and fall deposit analysis, that integrated with the eruptive record and GOES satellite data, suggests that the eruptive period 2010-2011 has been related to an increasing of heat and mass transfer from hydrothermal-magmatic reservoirs, which would have been favoured by the formation and/or reactivation of cracks after 8.8 Mw Maule earthquake in February 2010. This process also allowed the ascent of fluids from a shallow hydrothermal source, dominated by reduced species as H2S and CH4, during the entire eruptive period, and the release of more oxidizing fluids from a deep magmatic reservoir, dominated by acid species as SO2, HCl and HF, increasing strongly after the end of the eruptive period, probably since October 2011. The eruptive period was scored with a magnitude of 3.36, corresponding to a VEI 1-2.


2015 ◽  
Vol 37 (1) ◽  
pp. 71-80
Author(s):  
Pham Chi Vinh ◽  
Vu Thi Ngoc Anh

In this paper, the propagation of Rayleigh waves in a homogeneous isotropic elastic half-space coated with a thin weakly inhomogeneous isotropic elastic layer is investigated. The material parameters of the layer is assumed to  depend arbitrarily continuously on  the thickness variable. The contact between the layer and the half space is  perfectly bonded. The main purpose of the paper is to establish an approximate secular equation of the wave. By applying the effective boundary condition method an approximate secular equation of second order in terms of the dimensionless thickness of the layer is derived. It is shown that the obtained approximate secular equation has good accuracy.


2014 ◽  
Vol 599-601 ◽  
pp. 341-344
Author(s):  
Xiao Li Hu ◽  
Jian Hua Wang ◽  
Hua Zhang

Regarding 20 tons hydraulic excavator boom in an enterprise as the research object, the boom volume was set as an optimized object. According to the dynamic simulation analysis of working device in typical working conditions, constraint conditions including the maximum stress, displacement range and thickness variable ranges of each steel plate, were determined, and the thickness of twelve primary steel plates of boom were selected as design variables. A lightweight design scheme has been developed through the optimization module in ANSYS software, which could decrease the boom weight by 9.7% and the strength and stiffness of optimized boom structure also met the design requirements.


1998 ◽  
Vol 36 (1) ◽  
pp. 29-36 ◽  
Author(s):  
Gregory M. Flato
Keyword(s):  
Sea Ice ◽  

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