On the Numerical Determination of Shrinkage Stresses
On the Numerical Determination of Shrinkage Stresses
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Thus most of the plate is essentially free to contract as it is cooled and no stresses are developed.
-14- 1. 25 S, (o, y) 4. 914 6. 125 2. 435 6. 376 -. 25 Fig. La. The variation of S on the bonded edge x = 0.
The thin strip approximation is denoted by a = oo and the long strip approximation by a = 0. The numbers adjacent to the vertical arrows are the numerically determined stresses at the edge y = a.
-15- . 3r Q=l -J 2. 470 2, 456 Fig. Lb. The variation of S„ on the bonded edge.
1. 1 Sy(o, y...) . 0 -16- -Sxy(0, y) Fig. Ic. The variation of S on the bonded edge.
xy -17- sa, y) Pig. 2. The variation of the stresses along the width of the plate at x = l/2 for a = 4.
-18- S, (x, o) -. 251.
Fig. 3a. The variation of S along the length of the plate at the line of symmetry y = 0.
-19- a = 00 S/x, o) Fig. 3b. The variation of S (x, 0) -20- Security Classification DOCUMENT CONTROL DATA - R&D (Security claaaltication o/ title, body ot abstract end indexing annolalton must be entered when the overall report le clasailied) 1 OtilGINATIN G ACTIUI'^Y (Corporate author) Courant Institute of Mathematical Sciences New York University 2« REPORT SECURITY CLASSIFICATION not classified 26 OROUP none 3 REPORT TITLE On the Numerical Determination of Shrinkage Stresses 4 DESCRIPTIVE NOTES (Type ol report and Irtclualve dale*) Technical Report September 1968 S AUTHORfS; (Lmat name, Hrat name.
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You can find similar books in the "Read Also" column, or choose other free books by Frances Bauer to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
Thus most of the plate is essentially free to contract as it is cooled and no stresses are developed.
-14- 1. 25 S, (o, y) 4. 914 6. 125 2. 435 6. 376 -. 25 Fig. La. The variation of S on the bonded edge x = 0.
The thin strip approximation is denoted by a = oo and the long strip approximation by a = 0. The numbers adjacent to the vertical arrows are the numerically determined stresses at the edge y = a.
-15- . 3r Q=l -J 2. 470 2, 456 Fig. Lb. The variation of S„ on the bonded edge.
1. 1 Sy(o, y...) . 0 -16- -Sxy(0, y) Fig. Ic. The variation of S on the bonded edge.
xy -17- sa, y) Pig. 2. The variation of the stresses along the width of the plate at x = l/2 for a = 4.
-18- S, (x, o) -. 251.
Fig. 3a. The variation of S along the length of the plate at the line of symmetry y = 0.
-19- a = 00 S/x, o) Fig. 3b. The variation of S (x, 0) -20- Security Classification DOCUMENT CONTROL DATA - R&D (Security claaaltication o/ title, body ot abstract end indexing annolalton must be entered when the overall report le clasailied) 1 OtilGINATIN G ACTIUI'^Y (Corporate author) Courant Institute of Mathematical Sciences New York University 2« REPORT SECURITY CLASSIFICATION not classified 26 OROUP none 3 REPORT TITLE On the Numerical Determination of Shrinkage Stresses 4 DESCRIPTIVE NOTES (Type ol report and Irtclualve dale*) Technical Report September 1968 S AUTHORfS; (Lmat name, Hrat name.
What to read after On the Numerical Determination of Shrinkage Stresses?
You can find similar books in the "Read Also" column, or choose other free books by Frances Bauer to read onlineMoreLess
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