A two-phase mixture theory for the deflagration-to-detonation transition (ddt) in reactive granular materials

1986 ◽  
Vol 12 (6) ◽  
pp. 861-889 ◽  
Author(s):  
M.R. Baer ◽  
J.W. Nunziato
2001 ◽  
Vol 13 (10) ◽  
pp. 3002-3024 ◽  
Author(s):  
A. K. Kapila ◽  
R. Menikoff ◽  
J. B. Bdzil ◽  
S. F. Son ◽  
D. S. Stewart

Author(s):  
Hua Qiu ◽  
Zheng Su ◽  
Cha Xiong

The spiral tube structure is an effective method to shorten the axial length of the pulse detonation chamber. In this article, spiral pulsed detonation tube with two kinds of spiral configuration was experimentally investigated. Liquid gasoline and air were used as fuel and oxidant, respectively, and equivalence ratios were controlled to about 1.0. Based on the transient pressure along the tube, the propagation characteristics of the pressure waves in the multi-cycle spiral pulsed detonation tubes, such as pressure peaks, wave velocities and propagation process, were analyzed. Results showed that propagation of double compression waves was the common feature during the process of deflagration to detonation transition in the presented spiral tubes, and the onset of detonation was initiated by a local explosion in the second compression wave. The deflagration to detonation transition characteristics with detonation initiation and combustion characteristics without initiation in the spiral sections were both related to the dimensionless distance. Propagation characteristics of the pressure waves were influenced by the use of different spiral configuration. And some interesting phenomena were also found.


Author(s):  
Jiahe Zhang ◽  
Jian Wang ◽  
Tian Wang

An improved water–soil coupling algorithm was proposed based on the two-phase mixture theory within the framework of smoothed particle hydrodynamics (SPH). In this algorithm, the buoyant density was considered in saturated soil and the stress of two phases was completely exfoliated with the Terzaghi’s effective stress principle. Then the interaction between water and soil was only constituted by viscous drag force. The proposed algorithm was validated by several numerical tests to effectively solve a series of numerical problems caused by the truncation of the kernel approximation on the interface between submerged soil and water, and it can also be a feasible measure to simulate underwater soil excavation problems without drainage and underwater landside problems. Meanwhile, combined with frictional sliding contact algorithm, the interaction between water/soil and structure which was considered as rigid can be effectively modeled, and the calculated contact forces acting on the structure are more accurate. Furthermore, this improved algorithm can be applied to deal with large deformation problems involving complex water–soil–structure interaction in hydraulic and geotechnical engineering such as underwater excavation, shield dig, caisson sinking and other practical engineering problems. It is also significant to engineering design and the improvement of construction level.


2019 ◽  
Vol 173 ◽  
pp. 835-840
Author(s):  
Hao Wu ◽  
Chencong Liao ◽  
Jinjian Chen ◽  
Jianhua Wang ◽  
Jian Wang

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