scholarly journals The Contribution of the Elastic Reaction is Severely Underestimated in Studies on Myofibril Contraction

2009 ◽  
Vol 10 (3) ◽  
pp. 942-953 ◽  
Author(s):  
Enrico Grazi ◽  
Sara Pozzati
Keyword(s):  
Elastic Reaction

Theoretic Analysis of Inner Force of Shield Tunnel According to Elastic Hinge Model

2011 ◽  
Vol 261-263 ◽  
pp. 1324-1328
Author(s):  
Hai Rong Ding ◽  
Jun Yong Rao
Keyword(s):  
Water Pressure ◽  
Shield Tunnel ◽  
Theoretic Analysis ◽  
Ring Model ◽  
Hinge Model ◽  
Elastic Reaction

Elastic hinge model is one kind of reasonable models to analysis shield tunnel. However, no formulas are valid to calculate inner force caused by load of water pressure and elastic reaction. Mechanical equations of two kinds of load are built and inner force formulas are deduced. Results calculated by homogeneous ring model are contrasted with those by elastic hinge model and conclusion is derived. The contrast shows that the results according to elastic hinge model are more reasonable.

Cutting off shears of workpieces by elastic reaction of bed

2021 ◽  
pp. 380-383
Author(s):  
A.T. Kruk ◽  
A.Yu. Boyko ◽  
E.Kh. Milushev ◽  
S.L. Novokshchenov
Keyword(s):  
Technological Capabilities ◽  
Elastic Reaction

The technological capabilities of the shear cutting off method of the workpieces from the bar by the elastic reaction of the bed are analyzed. The shears design to increase their rigidity and efficiency is proposed.

A STUDY OF THE Π^+P ELASTIC REACTION FROM 2.0 TO 2.5 GEV/C

1984 ◽  
Author(s):  
ΓΕΩΡΓΙΟΣ ΙΩΑΝΝΙΔΗΣ
Keyword(s):  
Elastic Reaction

Quasi-elastic reaction cross sections

1983 ◽  
Vol 312 (3) ◽  
pp. 261-262 ◽  
Author(s):  
W. Westmeier ◽  
U. Brosa
Keyword(s):  
Cross Sections ◽  
Reaction Cross ◽  
Elastic Reaction ◽  
Reaction Cross Sections

Observation of two-step processes in the quasi-elastic reaction 12C(e, e′ p) 11B

1992 ◽  
Vol 281 (1-2) ◽  
pp. 25-28 ◽  
Author(s):  
I. Bobeldijk ◽  
H.P. Blok ◽  
G. van der Steenhoven
Keyword(s):  
Elastic Reaction

Transverse Bending of Thin Concrete Conical Shells on Euler-Winkler Elastic Foundation

1983 ◽  
Vol 7 (1) ◽  
pp. 33-40
Author(s):  
Gunhard AE. Oravas ◽  
Kit-Man Chung
Keyword(s):  
Elastic Foundation ◽  
Conical Shell ◽  
Approximate Solutions ◽  
Approximate Methods ◽  
Winkler Elastic Foundation ◽  
Approximate Analytical Solutions ◽  
Asymptotic Type ◽  
Conventional Solution ◽  
Elastic Reaction ◽  
Concrete Shells

Two approximate methods of analysis for thin elastic concrete shells on Euler-Winkler elastic foundation is presented in this paper. The approximate analytical solutions of the Geckeler-Bauersfeld type, and the asymptotic type are developed via a series of simplifying assumptions. The fundamental differential equation of the clastic conical shell is derived by means of approximations first introduced by Kann[1]. A case study of a tank consisting of a cylindrical shell and a shallow conical shell resting on gravel foundation is analysed by means of the approximate solutions, and the results are compared to the conventional solution of this tank problem, which ignores the elastic reaction of the foundation owing to the bending of the conical shell.

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