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1

Critical stress of square shaped plywood made of birch compressed by ball-and-socket joints according to the Ylinen hypothesis

100%
Murawski K.
Annals of Warsaw University of Life Sciences - SGGW. Forestry and Wood Technology
|
2008
|
tom 64
2

Finite Element Method Postbuckling Analysis of stresses and strains in elastic states of very slender cylindrical shaped plywood compressed by ball-and-socket joints white the force line is getting out the critical cross section

100%
Murawski K.
Annals of Warsaw University of Life Sciences - SGGW. Forestry and Wood Technology
|
2007
|
tom 62
3

Movement of the neutral layer during lose of stability in the critical cross section of very slender cylindrical shaped plywood compressed by ball-and-socket joints

100%
Murawski K.
Annals of Warsaw University of Life Sciences - SGGW. Forestry and Wood Technology
|
2007
|
tom 62
4

Stresses and strains analysis in elastic states of very slender column made of birch with square cross section compressed by balls

100%
Murawski K.
Annals of Warsaw Agricultural University. Forestry and Wood Technology
|
2005
|
tom 57
Stresses and strains analysis in elastic states of very slender column with square cross section compressed by balls. The problems of determining the stresses and strains in an axially compressed column with square cross section are presented in the paper. The problems are considered in the paper under conditions of the flat cross-sections and little slopes of the elastic line. The received theoretical results of the stresses and strains are presented for an example of the column with square cross section made of birch.
5

Stresses and strains analysis in elastic states of very slender square shaped plywood compressed by balls

100%
Murawski K.
Annals of Warsaw Agricultural University. Forestry and Wood Technology
|
2004
|
tom 55
The problems of determining stresses and strains in an axially compressed square shaped plywood shell are presented in the paper. The problems are considered in the paper under conditions of flat cross-sections planes and little slopes of the elastic line. The received theoretical results of stresses and strains are presented for an example of the square shaped plywood made of birch.
6

Stresses and strains analysis in elastic states of very slender square shaped plywoood with core compressed by ball-and-socket joints

100%
Murawski K.
Annals of Warsaw Agricultural University. Forestry and Wood Technology
|
2006
|
tom 59
7

Stability analysis in elastic states of very slender cylindrical shaped plywood compressed by balls

100%
Murawski K.
Annals of Warsaw Agricultural University. Forestry and Wood Technology
|
2003
|
tom 53
8

Stability analysis in elastic states of very slender square shaped plywood with core compressed by ball-and-socket joints

100%
Murawski K.
Annals of Warsaw Agricultural University. Forestry and Wood Technology
|
2006
|
tom 59
9

Critical stress of squat cylindrical and square shaped plywood compressed by ball-and-socket joints according to the Tetmajer-Jasinski hypothesis

100%
Murawski K.
Annals of Warsaw University of Life Sciences - SGGW. Forestry and Wood Technology
|
2008
|
tom 64
10

Critical stress of squat cylindrical and square shaped plywood compressed by ball-and-socket joints according to the Johnson-Ostenfeld hypothesis

100%
Murawski K.
Annals of Warsaw University of Life Sciences - SGGW. Forestry and Wood Technology
|
2008
|
tom 64
11

Critical stress of squat cylindrical and squere shaped plywood made of birch compressed by ball-and-socket joints according to the Engesser-Karman-Shanley's modified hypothesis

100%
Murawski K.
Annals of Warsaw University of Life Sciences - SGGW. Forestry and Wood Technology
|
2008
|
tom 64
12

Stability analysis in elastic states of very slender square shaped plywood tube compressed by balls

100%
Murawski K.
Annals of Warsaw Agricultural University. Forestry and Wood Technology
|
2004
|
tom 55
The theory of an axially compressed square shaped plywood tube stability is presented in the paper. The differential equation of the elastic line and its slope and the critical stress of very slender square shaped plywood tube in an elastic states are considered in the paper under conditions of flat cross-sections planes and little slope of the elastic line. The received theoretical results of critical stress are related to slenderness ratio and to product of the radius and the wall thickness of the shaped plywood.
13

Stability analysis in elastic states of very slender column made of birch with square cross section compressed by balls

100%
Murawski K.
Annals of Warsaw Agricultural University. Forestry and Wood Technology
|
2005
|
tom 57
Stability analysis in elastic states of very slender column made of birch with square cross section compressed by balls. The theory of axially compressed square cross section column of birch stability is presented in the paper. The differential equation of the elastic line and its slope and the critical stress of very slender plywood tube in elastic states are considered in the paper under conditions of flat cross-sections planes and little slope of the elastic line. The received theoretical results of the critical stresses are related to the slenderness ratio and to the cross section area of the rods made of birch.
14

Stresses and strains analysis in elastic states of very slender cylindrical shaped plywood compressed by balls

100%
Murawski K.
Annals of Warsaw Agricultural University. Forestry and Wood Technology
|
2003
|
tom 53
15

Modified Machold's belt pulley as the example of using of patented shaped plywood

100%
Murawski K.
Annals of Warsaw Agricultural University. Forestry and Wood Technology
|
2006
|
tom 59
16

Critical stress of squat cylindrical and square shaped plywood made of birch compressed by ball-and-socket joints according to the Brezina's hypothesis

100%
Murawski K.
Annals of Warsaw University of Life Sciences - SGGW. Forestry and Wood Technology
|
2008
|
tom 64
17

Finite Element Method Analysis of stability in elastic states of very slender cylindrical shaped plywood compressed by balls

100%
Murawski K.
Annals of Warsaw Agricultural University. Forestry and Wood Technology
|
2004
|
tom 55
The stability analysis of axially compressed cylindrical shaped plywood with computer program "ALGOR" based on Finite Element Method is presented in the paper. The critical stresses of very slender plywood tubes in elastic states are considered. The received results from computer of critical stresses are compared to results of classical theories. All results are related to slenderness ratio and to product of the radius and the wall thickness of the cylindrical shaped plywood.
18

Prawne analizy

100%
Murawski K.
Przemysł Fermentacyjny i Owocowo-Warzywny
|
2018
|
tom 62
|
nr 01
19

Stability analysis of layered cylindrical plywood shape

100%
Murawski K.
Annals of Warsaw Agricultural University. Forestry and Wood Technology
|
2003
|
tom 53
20

Cable drum as the example of using of the patented shaped plywood

100%
Murawski K.
Annals of Warsaw Agricultural University. Forestry and Wood Technology
|
2006
|
tom 59
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