KUNIEDA Minoru

J-GLOBAL         Last updated: Jul 2, 2019 at 02:42
 
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Name
KUNIEDA Minoru
Affiliation
Gifu University
Section
Faculty of EngineeringDepartment of Civil Engineering
Degree
Doctor of Engineering(Gifu University)

Academic & Professional Experience

 
Apr 2004
 - 
Mar 2013
Associate Professor, Nagoya University Graduate School of Engineering, Graduate School Engineering,School of Engineering Civil Eng
 
Apr 1998
 - 
Mar 2004
Research Associate, Gifu Univeristy
 

Education

 
 
 - 
1996
Graduate School, Division of Engineering, Gifu University
 
 
 - 
1994
Department of Civil Engineering, Faculty of Engineering, Gifu University
 
Apr 1996
 - 
Mar 1998
Graduate School of Engineering, Gifu University
 

Published Papers

 
超高強度ひずみ硬化型セメント系複合材料(UHP-SHCC)を用いたコンクリート床版増厚工法に関する実験的検討
37(1) 1645-1650   2015   [Refereed]
RC部材の腐食鉄筋中を伝搬する弾性波特性に関する検討
36(1) 1168-1173   2014   [Refereed]
ジオポリマーコンクリートおよびモルタルの曲げ破壊性状
35(1) 1999-2004   2013   [Refereed]
曲げ降伏後に繰返し荷重を受けるRC部材におけるせん断耐力低下挙動の評価
35(2) 67-72   2013   [Refereed]

Misc

 
Y. H. Gedik, H. Nakamura, N. Ueda, M. Kunieda
Procedia Engineering   14 2964-2971
A new lateral stirrup design is proposed for short deep beams by considering three-dimensional effects. A series of tests were carried out in order to demonstrate the effect of proposed design. The test results of proposed stirrup design indicated...
Minoru Kunieda, Naoshi Ueda, Hikaru Nakamura
Construction and Building Materials   
Fiber Reinforced Concrete (FRC) can improve not only mechanical properties but also durability due to reduced crack width. Previous researches only enhance the advantages of fiber addition. From the view point of sustainability, the treatment of F...
Khoa Kim Tran, Hikaru Nakamura, Keisuke Kawamura, Minoru Kunieda
Cement and Concrete Composites   33 906-917
Cracking behavior due to rebar corrosion in concrete specimens having a single rebar is evaluated experimentally and analytically. In the experiments, in which corrosion was induced electronically, the propagation of cracks (including internal cra...
Worapong Srisoros, Hikaru Nakamura, Minoru Kunieda, Yasuaki Ishikawa
Journal of Advanced Concrete Technology   5 99-112
In recent years, interest in early age concrete cracking has increased due to its effects on the durability and performance of concrete structures. A time-dependent material model and a structural analysis method have been developed to evaluate th...
N. Ueda, Y. X. Zhang, H. Nakamura, M. Kunieda
Proceedings of the 13th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2013      Jan 2013
Shear stress transfer model of SHCC, which is one of the fiber reinforced concrete, was developed by considering the roughness of crack surface, crack distribution behavior and fiber contributions for shear resistance. The applicability of the pro...

Association Memberships

 
 

Research Grants & Projects

 
Ministry of Education, Culture, Sports, Science and Technology: Grants-in-Aid for Scientific Research(基盤研究(B))
Project Year: 2011 - 2013    Investigator(s): Minoru KUNIEDA
Fiber Reinforced Concrete (FRC) can be used to reduce crack width and to increase ductility of structural members in concrete structure. Fiber orientation and fiber distribution that affect those improvement should be estimated appropriately. This...
Ministry of Education, Culture, Sports, Science and Technology: Grants-in-Aid for Scientific Research(若手研究(B))
Project Year: 2007 - 2008    Investigator(s): Minoru KUNIEDA
Repair of Concrete Structures
Development and Evaluation of Fiber Reinforced Cement Composites
Project Year: 1999   
Numerical Analysis for Concrete