LOCAL BUCKING OF BOX GIRDERS UNDER BENDING STRESSES

被引:15
作者
SMITH, TRG
机构
[1] Department of Civil Engineering, The University, Southampton
关键词
D O I
10.1016/0020-7403(69)90059-9
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Buckling stresses are found for a thin-walled box girder subject to pure bending using the criterion of stationary potential energy. The girder is treated as an integral element enabling the interaction between the buckling behaviour of the flanges and the web to be automatically taken into account. Results are given for girders of various geometries and lengths. © 1969.
引用
收藏
页码:603 / &
相关论文
共 13 条
[1]  
BERGFELT A, 1968, 8 P INT C IABSE NEW
[2]  
CHILVER AH, 1967, THIN WALLED STRUC ED, P248
[3]  
CHILVER AH, 1967, THIN WALLED STRUC ED, P208
[4]  
Cooper P. B., 1964, P ASCE STRUCTURAL DI, V90, P1
[5]  
DETTMAN JW, 1962, MATHEMATICAL METHODS, P71
[6]  
DOW NF, 1954, TN3059 NACA
[7]   CRITICAL BENDING STRESS FOR FLAT RECTANGULAR PLATES SUPPORTED ALONG ALL EDGES AND ELASTICALLY RESTRAINED AGAINST ROTATION ALONG THE UNLOADED COMPRESSION EDGE [J].
JOHNSON, JH ;
NOEL, RG .
JOURNAL OF THE AERONAUTICAL SCIENCES, 1953, 20 (08) :535-540
[8]  
NASSAR GE, 1965, STAHLBAU, V34, P311
[9]  
ROCKEY KC, 1967, THIN WALL STRUCT, P248
[10]  
SCHUETTE EH, 1947, TN1323 NACA