Weld root crack propagation under mixed mode I and III cyclic loading
暂无分享,去创建一个
[1] 朝敏 真壁,et al. 板厚方向に傾斜した切欠きからのモードI,II,IIIの混合モード形疲労き裂伝ぱ , 1993 .
[2] C. M. Sonsino,et al. Multiaxial fatigue of welded joints under constant and variable amplitude loadings , 2001 .
[3] K. J. Miller,et al. Mixed mode (I+III) fatigue thresholds in a forging steel , 1989 .
[4] John W. Fisher,et al. FATIGUE STRENGTH OF STEEL BEAMS WITH WELDED STIFFENERS AND ATTACHMENTS , 1974 .
[5] G. R. Razmjoo,et al. Interim fatigue design recommendations for fillet welded joints under complex loading , 2001 .
[6] 日本鋼構造協会,et al. Fatigue design recommendations for steel structures , 1995 .
[7] Y. Murakami. Stress Intensity Factors Handbook , 2006 .
[8] L. P. Pook,et al. The effect of crack angle on fracture toughness , 1971 .
[9] John R. Yates,et al. Crack propagation under mixed mode (I + III) loading , 1996 .
[10] John R. Yates,et al. The determination of fatigue crack propagation rates under mixed mode (I+III) loading , 1996 .
[11] Chitoshi Miki,et al. Recent research on fatigue of bridge structures in Japan , 1989 .
[12] John R. Yates,et al. THE EFFECT OF MEAN STRESS ON MIXED MODE (I + III) FATIGUE THRESHOLDS , 1993 .
[13] Zhen Cui,et al. Application of combined-mode fracture criteria to surface crack problems , 1986 .
[14] L. P. Pook,et al. The fatigue crack direction and threshold behaviour of mild steel under mixed mode I and III loading , 1985 .