1．Introduction and summary

PART Ⅰ GENERAL THEORY

2．Calculation of macroscopic tensors in terms of microscopic quantities

3．Derivation of macroscopic equations of equilibrium from microscopic considerations

4．The macroscopic tensors in terms of the six quantities pαβ and qαβ

5．Equations of equilibrium and compatibility in terms of the six unknowns pαβand qαβ

6．The equations of equilibrium and compatibility referred to the middle surface in the natural state

PART Ⅱ APPLICATION TO THIN PLATES

7．Classification of all thin plate problems

8．Problems of finite deflection(q=0),Types P1-P3

9．Problems of small deflection(q≥1,p=1;q=1,p=2;q≥1,p＞2q),Types P4-P8

10．Problems of very small deflection(q≥2,2q≥p≥2),Types P9-P11,and problems of zero deflection(q=∞),Type P12

PART Ⅲ APPLICATION TO THIN SHELLS

11．Classification of all thin shell problems

12．Problems of thin shells with finite curvature(b=0),Types SF1-SF8

13．Problems of thin shells with small curvature(b≥1):Problems effectively equivalent to thin plate problems(q＜b),Types SS1-SS11

Problems of critical deflection(q=b),Types SS12-SS18

14．Problems of thin shells with small curvature(b≥1):(continued)Problems in which the deflection is small compared with the initial curvature(q＞b),Types SS19-SS27

15．Certain practical applications

（ⅰ）Type SF4:The case of a developable shell

（ⅱ）Type SS12 and the von Kármán-Tsien theory of buckling of thin shells

Acknowledgement

Appendices

（ⅰ）Table Ⅰ:Table of the more frequent notations

（ⅱ）Table Ⅱ:Table of the equations of equilibrium and compatibility of thin shell and plate problems

（ⅲ）Table Ⅲ:Table of the external force system and the macroscopic tensors

Bibliography

后记