| Prediction of Static Strength of Tubular T and X Joints Subjected to Axial Compression |
| |
| 作者单位： | Chen Tieyun，Liu Pu Wang Deyu Professor，Department of Naval Architecture and Ocean Engineering，Shanghai Jiao Tong University，Shanghai，200030Post-Doctoral Researcher，Department of Naval Architecture and Ocean Engineering，Shanghai Jiao Tong University，Shanghai，200030 |
| |
| 摘 要： | -The formulation of ring analogy method for the prediction of static strength (ductile collapse) of tubular T, X joints under axial compression based on the limit analysis of the ring with some assumptions is presented in this papaer. The regression formula for the effective length of the chord based on test results is established by means of the least square method. The results computed by the present semi-analytic formula are compared with previous results and test data. They are quite close to each other. The accuracy of the present formula depends on the reasonable selection of the effective length of the chord, which requires numerous test data.
|
Prediction of Static Strength of Tubular T and X Joints Subjected to Axial Compression |
| |
| Chen Tieyun,Liu Pu Wang Deyu Professor. Prediction of Static Strength of Tubular T and X Joints Subjected to Axial Compression[J]. China Ocean Engineering, 1994, 0(1) |
| |
| Authors: | Chen Tieyun Liu Pu Wang Deyu Professor |
| |
| Affiliation: | Chen Tieyun,Liu Pu Wang Deyu Professor,Department of Naval Architecture and Ocean Engineering,Shanghai Jiao Tong University,Shanghai,200030Post-Doctoral Researcher,Department of Naval Architecture and Ocean Engineering,Shanghai Jiao Tong University,Shanghai,200030 |
| |
| Abstract: | -The formulation of ring analogy method for the prediction of static strength (ductile collapse) of tubular T, X joints under axial compression based on the limit analysis of the ring with some assumptions is presented in this papaer. The regression formula for the effective length of the chord based on test results is established by means of the least square method. The results computed by the present semi-analytic formula are compared with previous results and test data. They are quite close to each other. The accuracy of the present formula depends on the reasonable selection of the effective length of the chord, which requires numerous test data. |
| |
| Keywords: | tubular joints static strength ring analogy model plastic collapse load regression formulation |
| 本文献已被 CNKI 等数据库收录！ |
