Relating rheology and molecular structure of model branched polystyrene melts by molecular stress function theory

2004 ◽  
Vol 48 (3) ◽  
pp. 489-503 ◽  
Author(s):  
M. H. Wagner ◽  
J. Hepperle ◽  
H. Münstedt

2004 ◽  
Vol 44 (3) ◽  
pp. 235-243 ◽  
Author(s):  
M. H. Wagner ◽  
S. Kheirandish ◽  
K. Koyama ◽  
A. Nishioka ◽  
A. Minegishi ◽  
...  


2013 ◽  
Vol 57 (3) ◽  
pp. 881-899 ◽  
Author(s):  
Hojjat Mahi Hassanabadi ◽  
Mahdi Abbasi ◽  
Manfred Wilhelm ◽  
Denis Rodrigue


Author(s):  
Guillermo Albareda ◽  
Kevin Lively ◽  
Shunsuke A. Sato ◽  
Aaron Kelly ◽  
Angel Rubio




1973 ◽  
Vol 40 (3) ◽  
pp. 767-772 ◽  
Author(s):  
O. L. Bowie ◽  
C. E. Freese ◽  
D. M. Neal

A partitioning plan combined with the modified mapping-collocation method is presented for the solution of awkward configurations in two-dimensional problems of elasticity. It is shown that continuation arguments taken from analytic function theory can be applied in the discrete to “stitch” several power series expansions of the stress function in appropriate subregions of the geometry. The effectiveness of such a plan is illustrated by several numerical examples.





2012 ◽  
Vol 446-449 ◽  
pp. 2080-2084 ◽  
Author(s):  
Xue Xia Zhang ◽  
Chan Li ◽  
Xiao Chao Cui ◽  
Wen Bin Zhao

The cracks-tip field on collinear periodic cracks of infinite orthotropic fiber reinforcement composite plate subjected to anti-plane shear force is studied in this paper. With the introduction of the Westergaard stress function and application of complex function theory and undetermined coefficients method, mechanical problem is changed into partial differential boundary value problem. The undetermined coefficients and the stress function are obtained with the help of boundary conditions. Due to the distribution of periodic cracks, stress intensity factor depends on the shape factor. The results show that interaction happens between the collinear periodic cracks. When the ratio of crack length and crack spacing is less than 1/3, the interaction between the cracks is very small. When the ratio gradually increases to 1, strong interaction between the cracks will be found. Cracks-tip field has scale effect. When the ratio of crack length and the given reference crack length decreases, the displacement field is significantly smaller.





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