Calculation of stresses and deformations of bellows by initial parameter method of numerical integration

1982 ◽  
Vol 3 (1) ◽  
pp. 99-112 ◽  
Author(s):  
Hwang Chien
Keyword(s):  
Numerical Integration ◽  
Initial Parameter ◽  
Parameter Method

Initial-parameter method for bending oscillations of beams with hinges and oscillators

1982 ◽  
Vol 14 (12) ◽  
pp. 1713-1715
Author(s):  
M. A. Pavlovskii ◽  
A. N. Chemeris ◽  
V. S. Didkovskii
Keyword(s):  
Initial Parameter ◽  
Parameter Method

Elastic buckling of columns by initial parameter method

1976 ◽  
Vol 6 (2) ◽  
pp. 127-131 ◽  
Author(s):  
H.M. Haydl ◽  
A.N. Sherbourne
Keyword(s):  
Initial Parameter ◽  
Parameter Method ◽  
Elastic Buckling

Bending of Cylindrical Shells by Initial Parameter Method

1971 ◽  
Vol 93 (3) ◽  
pp. 845-850 ◽  
Author(s):  
H. M. Haydl
Keyword(s):  
Complete Solution ◽  
Cylindrical Shells ◽  
Axial Direction ◽  
Problem Formulation ◽  
Initial Parameter ◽  
Distinct Advantage ◽  
Parameter Method ◽  
Algebraic Equations ◽  
Unknown Parameters ◽  
Influence Coefficients

The initial parameter method, in the form proposed by V. Z. Vlasov, is presented and extended to the case of symmetric bending of cylindrical shells. It is shown that the method can be used efficiently for the solution of shells with and without intermediate supports. The loads applied to the shell can be arbitrarily distributed and discontinuous in the axial direction of the shell. The problem formulation has the distinct advantage that the complete solution contains at most two unknown “initial parameters.” These unknown parameters are determined from the boundary conditions. For shells on many supports the solution contains additional unknowns which can be determined from the support conditions. In any case, the solution consists of solving only two sets of algebraic equations. Tables of influence coefficients and loading functions for some common load cases are given in the paper. Some examples are worked out to illustrate the application of the method of initial parameters.

Strength computation for turbomachine disks in the elastoplastic region by the initial-parameter method

1978 ◽  
Vol 10 (5) ◽  
pp. 497-501
Author(s):  
V. V. Kuleshov ◽  
E. A. Kushnerov
Keyword(s):  
Initial Parameter ◽  
Parameter Method ◽  
Elastoplastic Region

New research for the distortion of steel box girders with inner solid diaphragms

2019 ◽  
Vol 22 (14) ◽  
pp. 3026-3041
Author(s):  
Yangzhi Ren ◽  
Bin Wang ◽  
Yinqi Li ◽  
Xuechun Liu
Keyword(s):  
Initial Parameter ◽  
Parameter Method ◽  
Box Girders ◽  
Element Analysis ◽  
Plane Shear ◽  
Shear Component ◽  
Out Of Plane ◽  
Force Components ◽  
The Moment ◽  
New Research

Toward estimating accurately the distortional response of box girders, in this article, distortion of steel box girders strengthened with intermediate solid diaphragms under eccentric loads is analyzed by employing the so-called initial parameter method. A new model of high-order statically indeterminate structure was established with three orthogonal redundant forces acting at the junction between the girder and diaphragms. Emphasis is put onto the interaction between the girder and diaphragms, where a hypothetical bi-moment B pi indicating all longitudinal redundant force components for diaphragm was proposed besides the moment Mpi for in-plane shear component. Simplified initial parameter method solutions for distortional angle and distortional warping stresses and displacements were derived based on the in-plane and out-of-plane compatibilities between the girder and diaphragms. Taking box girders with three and five intermediate diaphragms as an example, the proposed initial parameter method solutions have good agreement with the finite element analysis ones. Finally, distortional behavior under moving eccentric loads is investigated, resulting in a bowl-shaped curve for moment Mpi and an approximate trigonometric function for bi-moment Bpi. Results show that diaphragms have a stronger resistance on in-plane distortional shear for the loads in midspan than on ends. Plus, the thick diaphragm holds a stronger restraint on distortional warping deformations and stresses than the thin one.

Analysis of an approximate calculation on the shells of friction pulleys by means of the initial-parameter method

1971 ◽  
Vol 3 (12) ◽  
pp. 1427-1432
Author(s):  
F. L. Shevchenko ◽  
L. N. Dyadyk ◽  
Yu. L. Vetryak
Keyword(s):  
Approximate Calculation ◽  
Initial Parameter ◽  
Parameter Method

scholarly journals Distortional analysis of simply supported box girders with inner diaphragms considering shear deformation of diaphragms using initial parameter method

2017 ◽  
Vol 145 ◽  
pp. 44-59 ◽  
Author(s):  
Yangzhi Ren ◽  
Wenming Cheng ◽  
Yuanqing Wang ◽  
Qingrong Chen ◽  
Bin Wang
Keyword(s):  
Shear Deformation ◽  
Initial Parameter ◽  
Parameter Method ◽  
Box Girders ◽  
Simply Supported

Analysis of the distortion of cantilever box girder with inner flexible diaphragms using initial parameter method

2017 ◽  
Vol 117 ◽  
pp. 140-154 ◽  
Author(s):  
Yangzhi Ren ◽  
Wenming Cheng ◽  
Yuanqing Wang ◽  
Bin Wang
Keyword(s):  
Initial Parameter ◽  
Parameter Method ◽  
Box Girder ◽  
Flexible Diaphragms

Analysis of beam-columns by initial parameter method

1971 ◽  
Vol 16 (4) ◽  
pp. 422-428 ◽  
Author(s):  
H.M. Haydl
Keyword(s):  
Initial Parameter ◽  
Parameter Method ◽  
Beam Columns
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