1. 1) 池尾光慶,劉厳,葛漢彬:要素破壊時変位を用いた破壊解析手法による無補剛箱形断面鋼製橋脚の延性き裂発生・進展評価法に関する一検討,構造工学論文集,Vol. 69A, pp. 231-242, 2023. [Ikeo, A., Liu, Y. and Ge, H. B.: A study on determination method of damage propagation energy for failure analysis of steel piers with unstiffened box section, Journal of Structural Engineering, Vol. 69A, pp. 231-242, 2023.]
2. 2) 池尾光慶,田口実季,藤江渉,葛漢彬,劉厳:無補剛箱形断面鋼製橋脚の延性破壊解析における損傷進展エネルギーの決定方法の一検討,土木学会論文集A1(構造・地震工学),Vol. 78, No. 4, pp. I_417-I_430, 2022. [Ikeo, A., Taguchi, M., Fujie, W., Ge, H. B. and Liu, Y.: A study on determination method of damage propagation energy for failure analysis of steel piers with unstiffened box section, Transaction of the Japan Society of Civil Engineers A1, Vol. 78, No. 4, pp. I_417-I_430, 2022.]
3. 3) 田口実季,藤江渉,葛漢彬:繰り返し曲げを受ける溶接継手の延性破壊解析におけるメッシュ分割による影響の改善法,令和2年度土木学会中部支部研究発表会,I-24, 2021. [Taguchi, M., Fujie, W. and Ge, H. B.: A method for improving the effect of mesh partitioning on ductile fracture analysis of welded joints subjected to repeated bending, Chubu Branch Research and Presentation Meeting of Japan Society of Civil Engineers in 2020, I-24, 2021.]
4. 4) 猪飼豊樹,葛漢彬:繰り返し荷重を受けるT型溶接継手の延性破壊シミュレーション手法の構築に関する研究,構造工学論文集,Vol. 64A, pp. 194-207, 2018. [Ikai, T. and Ge, H. B.: A study on developing ductile fracture simulation method for welded steel T-type joints subjected to cyclic loading, Journal of Structural Engineering, Vol. 64A, pp. 194-207, 2018.]
5. 5) 加藤友哉,康瀾,葛漢彬:溶接接手の破壊メカニズムの解明に関する基礎的研究,土木学会論文集 A1(構造・地震工学),Vol. 71, No. 4, pp. I_363-I_375, 2015. [Kato, T., Kang, L. and Ge, H. B.: Fundamental study on fracture mechanism of single bevel groove welded steel joints, Transaction of the Japan Society of Civil Engineers A1, Vol. 71, No. 4, pp. I_363-I_375, 2015.]