Original Papers- YAMAKAWA Yuki -
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[2018]
1.Effect of foundation displacement on strength degradation and member damage of electric transmission tower.[Japan-China Workshop on Analysis and Optimization of Large-scale Structures,(2018),14-17]Youcen Fan, Hiroki Mizoe, Masayoshi Masuda, Yuki Yamakawa, Kiyohiro Ikeda
2.Bearing capacity analysis of transmission tower foundation on slope crest.[Japan-China Workshop on Analysis and Optimization of Large-scale Structures,(2018),18-22]Jiahua Luo, Hiroki Mizoe, Masayoshi Masuda, Yuki Yamakawa, Kiyohiro Ikeda
3.Diffuse bifurcations engraving diverse shear bands in granular materials.[International Journal for Numerical and Analytical Methods in Geomechanics,42(1),(2018),3-33]Yuki Yamakawa, Kiyohiro Ikeda, Isao Saiki, Jacques Desrues, Reiko J. Tanaka
10.1002/nag.2711
[2017]
4.Extended subloading surface model based on multiplicative finite strain elastoplasticity framework: constitutive formulation and fully implicit return-mapping scheme.[Transactions of the JSME (in Japanese),83(848),(2017),17-00008-]Takuya Iguchi, Yuki Yamakawa, Koichi Hashiguchi, Kiyohiro Ikeda
10.1299/transjsme.17-00008
5.An improvement of loading criterion for stress calculation based on return-mapping scheme for extended subloading surface plasticity model.[Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics),73(2),(2017),I_363-I_375]Takuya Iguchi, Tatsuya Fukuda, Yuki Yamakawa, Kiyohiro~Ikeda, Koichi Hashiguchi
10.2208/jscejam.73.I_363
[2016]
6.A re-formulation of extended subloading surface model for cyclic plasticity within small strain framework: hyperelastic-based formulation and fully implicit return-mapping scheme.[Transactions of the JSME (in Japanese),82(841),(2016),16-00197-]Takuya Iguchi, Yuki Yamakawa, Kiyohiro Ikeda
10.1299/transjsme.16-00197
[2015]
7.Uplift capacity analysis of anchor foundation for transmission tower on slope crest.[Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering),71(1),(2015),1-13]Yuki Yamakawa, Hiroki Mizoe, Yutaka Chida, Jo Toda, Kiyohiro Ikeda, Hiroshi Tamura, Kenjiro Terada
10.2208/jscejge.71.1
[2014]
8.Analytical study on improvement of eddy current testing machine to orthotropic steel decks.[Proceedings of Constructional Steel,22,(2014),833-840]Hiroshi Tamura, Hayato Akizuki, Yuki Yamakawa, Kiyohiro Ikeda
9.Biological-data-based finite-element stress analysis of mandibular bone with implant-supported overdenture.[Computers in Biology and Medicine,54,(2014),44-52]Ryuji Shigemitsu, Nobuhiro Yoda, Toru Ogawa, Tetsuo Kawata, Yoshinori Gunji, Yuki Yamakawa, Kiyohiro Ikeda, Keiichi Sasaki
10.1016/j.compbiomed.2014.08.018
10.インプラント周囲骨内応力解析における材料特性の不均質性に関する検討.[東北大学歯学雑誌, 東北大学歯学会,33,(2014),22-31]中村武仁, 水戸武彦, 重光竜二, 依田信裕, 山川優樹, 池田清宏, 佐々木啓一
[2013]
11.Interpreting the critical left eigenvector of a non-symmetric singular matrix in mechanics.[Transactions of the Japan Society of Mechanical Engineers, Series A,79(808),(2013),1791-1806]Fumio Fujii, Yuki Yamakawa, Yoshihiro Inoue, Yasuko Mihara, Takaya Kobayashi
10.1299/kikaia.79.1791
12.Subloading surface Cam-clay model with anisotropic rotational hardening for finite strains based on multiplicative decomposition of plastic deformation gradient tensor.[Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics),69(2),(2013),I_255-I_266]Yutaka Chida, Yuki Yamakawa, Koichi Hashiguchi, Kiyohiro Ikeda
10.2208/jscejam.69.I_255
13.Three dimensional bifurcation and strain localization behavior in cubic sand specimen.[Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics),69(2),(2013),I_267-I_278]Yuki Yamakawa, Shuhei Furusawa, Kiyohiro Ikeda
10.2208/jscejam.69.I_267
14.Stress distribution in the peri-implant bone with splinted and non-splinted implants by in vivo loading data-based finite element analysis.[Odontology,101(2),(2013),222-226]Ryuji Shigemitsu, Toru Ogawa, Tetsuya Matsumoto, Nobuhiro Yoda, Yoshinori Gunji, Yuki Yamakawa, Kiyohiro Ikeda, Keiichi Sasaki
10.1007/s10266-012-0077-y
15.Study of alignments of dental implants by FEM analysis considering heterogeneity of mandibular bone.[Journal of Japanese Society of Oral Implantology,26(2),(2013),250-258]Masato Oshio, Yuki Yamakawa, Ryuji Shigemitsu, Takehiko Mito, Keiichi Sasaki
10.11237/jsoi.26.250
[2012]
16.Reconnaissance report of geotechnical damage due to the 2011 off the Pacific coast of Tohoku Earthquake: Northern area of Miyagi prefecture.[Japanese Geotechnical Journal,7(1),(2012),37-55]Fusao Oka, Nobuyuki Yoshida, Seiji Kai, Tetsuo Tobita, Yosuke Higo, Nobuyuki Torii, Satoshi Kagamihara, Noriaki Nakanishi, Sayuri Kimoto, Yuki Yamakawa, Yasutaka Touse, Ryosuke Uzuoka, Takashi Kyoya
10.3208/jgs.7.37
[2011]
17.Unconventional finite strain theory based on the subloading surface model, Part 1: Formulation of constitutive equation.[Proceedings of the 17th International Symposium on Plasticity,(2011),106-108]Koichi Hashiguchi, Yuki Yamakawa
[2010]
18.Identification of diffuse bifurcation modes in plane-strain sand specimens.[Journal of Geotechnical Engineering, JSCE,66(4),(2010),671-683]Yuki Yamakawa, Kiyohiro Ikeda, Takashi Tamura
10.2208/jscejc.66.671
19.Formulation and implicit stress-update algorithm of the extended subloading surface Cam-clay model with kinematic hardening for finite strains.[Journal of Applied Mechanics, JSCE,13,(2010),411-422]Yuki Yamakawa, Yosuke Yamaguchi, Koichi Hashiguchi, Kiyohiro Ikeda
20.Extracting the left and right critical eigenvectors from the LDU-decomposed non-symmetric Jacobian matrix in stability problems.[Computational Mechanics,46(2),(2010),215-228]Fumio Fujii, Yuki Yamakawa, Hirohisa Noguchi
10.1007/s00466-009-0412-5
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