August 2014
by HIROSHI
SHIMA
Kochi University of Technology
Bond of Deformed Bars Anchored in
Massive Concrete -Post yield behavior is included-
- Hiroshi Shima and Satoru Fukuju :
Bond Stress Distribution along Bar Axis in Hook Anchorage of Deformed
Reinforcement, Proceedings of the 3rd ACF International Conference,
pp.654-660, 2008.11
- Shima, H., Shinohara, K. and
Morioka, Y.: "Effect of bar spacing on stretched out of deformed bar
anchored in footing," Proc. of Symposium on ductility and bar
arrangement of concrete structures, Japan Concrete Institute, 1990,
pp.109-114. (in Japanese)
- Shima, H., Chou, L.
and Okamura, H.: "Bond stress-slip-strain relationship of deformed
bars embedded in massive concrete," Concrete Library International,
No.10, Japan Society of Civil Engineers, Dec. 1987, pp.79-94.
- Shima,
H., Chou, L. and Okamura, H.: "Bond characteristics in post-yield
range of deformed bar," Concrete Library International, No.10, Japan
Society of Civil Engineers, Dec. 1987, pp.113-124.
- Shima, H., Chou, L., Niwa, J. and Okamura, H.: "Strain-slip
relationships for a steel bar in massive concrete," International
Symposium on fundamental theory of reinforced and prestressed
concrete, Sept. 1986, Nanjing.
- Niwa, J., Chou, L. Shima, H., and Okamura, H.: "Nonlinear spring
element for strain-slip relationship of a deformed bar," Seminar on
Finite Element Analysis of Reinforced Concrete Structures, May 1985, Tokyo.
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Time Dependent Bond Behaviors
- Shima, H. and Ishimoto, Y.:
"Effect of loading rate on stretching out of anchored reinforcing
bars," Transactions of the Japan Concrete Institute, Vol.16, 1994,
pp.459-466.
- Shima, H. and Ishimoto, Y.:
"Effect of loading rate on local bond stress-slip relationship of a
deformed steel bar," Transactions of the Japan Concrete Institute,
Vol.15, 1993.
- Shima, H., Mizuguchi,
H. and Kohno, K.: "Creep behavior of bond between steel bar and
concrete," Residual Stresses III, Vol.1, Elsevier Science Publishers,
1992, pp.423-428.
- Yamada,
K., Shima, H. and Haraguchi,
K.: "Effect of load cycles and time on bond characteristics between
steel bar and concrete," Proc. of Japan Concrete Institute, Vol.13,
No.2, 1991, pp.663-668. (in Japanese)
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Bond of Corroded Steel Bar
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Tension Stiffness Model
- Yuichi
Sato, Toshiyuki Kanakubo and Hiroshi Shima : Double-Counting Problem of FEA with
Simultaneous Use of Bond Link Elements and Tension-Stiffening Model,
Journal of Advanced Concrete Technology, Vol.11, pp.206-214, August 2013.
- Shima, H. Shin, H. and Okamura,
H.: "A constitutive model for tension stiffness of reinforced
concrete under reversed loading - post yield behavior is included,"
Second International Conference on Computer Aided Analysis and Design of
Concrete Structures, April 1990, Zell Am See
- Shima, H. and Shinohara, K.:
"Analysis of cracking process and tension stiffness of uniaxial
reinforced concrete members," Transactions of the Japan Concrete
Institute, Vol.11, 1990, pp.479-486.
- Izumo, J., Shima,
H. and Okamura, H.: "Analytical model for RC panel elements subjected
to in-plane forces," Concrete Library International, No.12, Japan
Society of Civil Engineers, March 1989, pp.155-181.
- Tamai,
S., Shima, H., Izumo, J. and Okamura, H.: "Average stress-strain
relationship in post yield range of steel bar in concrete," Concrete
Library International, No.11, Japan Society of Civil Engineers, June 1988,
pp.117-129.
- Shima, H. and Tamai, S.: "Tension stiffness model of reinforced
concrete element under reversed loading," Transactions of the Japan
Concrete Institute, Vol.9, 1987, pp.441-448.
- Shima, H. and Tamai, S.: "Tension stiffness model of reinforced
concrete element under reversed loading including post yield range,"
Colloquium on Computational Mechanics of Concrete Structures, IABSE, Aug.
1987, Delft.
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Ductility Analysis of Reinforced
Concrete Columns
- Hiroshi Shima and Kazuki Hatanaka : Effect of Loading History on Softening of
Load-Displacement Curve of Reinforced Concrete Columns, Eleventh East
Asia-Pacific Conference on Structural Engineering & Construction,
November 19-21, 2008, Taipei, TAIWAN
- T.Denpongpan and H.Shima : Effect of axial load on ductility of
reinforced concrete columns, 30th Conference on our world in concrete
& structures, 23-24 August 2005, Singapore, pp.233-240
- H.Shima: Recent Earthquake
Damages and Seismic Design Code of Concrete Structures in Japan,
Proceedings of the Seventh International Conference on Concrete Technology
in Developing Countries, October 5-8, 2004, Kuala Lumpur
- Yosuke
Arai and Hiroshi Shima: A Proposal of Simple
Formula for Ductility Evaluation of Reinforced Concrete Column Members
under Reversed Cyclic Lateral Loading, Proceedings of The Ninth East
Asia-Pacific Conference on Structural Engineering and Construction, Bali,
Indonesia, 16-18 December 2003, pp.RCS218-225.
- Denpongpan, T. and Shima, H.:Effect
of Reversed Loading on Shear Behavior of Reinforced Concrete, Proceedings
of EASEC-8, 2001.12, Paper No.1118.
- Mitsuiwa, Y., Shima, H. and Kohno, K.: Earthquake resistance of
reinforced concrete pier with broken welded splices at cutoff section,
Proc. of Int.Conf. on Urban Engineering in Asian
Cities in the 21st Century, Nov.20-23, 1996, Bangkok
- Shima, H. and Itoh, K.: "Ductility analysis of flexural failure
type RC bridge piers by buckling model of reinforcement," Proc. of
Japan Concrete Institute, Vol.12, No.2, 1990, pp.741-746. (in Japanese)
- Shima, H., Itoh,
K. and Kitanishi, T.: "Effect of hoop
arrangement on buckling of longitudinal reinforcement and ductility of
reinforced concrete bridge piers," Proc. of Symposium on ductility
and bar arrangement of concrete structures, Japan Concrete Institute,
1990, pp.33-40. (in Japanese)
- Itoh, K. and Shima,
H.: "Analysis of load carrying capacity drop by reversed load cycles
in RC bridge piers," Proc. of Japan Concrete Institute, Vol.11, No.2,
1989, pp.275-280. (in Japanese)
- Tangtermsirikul, S. and Shima, H.: "Modeling for buckling of
reinforcement in reinforced concrete pier," Transactions of the Japan
Concrete Institute, Vol.9, 1987, pp.527-532.
- Shima, H. and Ueda, T.:
"Separation of flexural and shear deformation in reinforced concrete
pier," Transactions of the Japan Concrete Institute, Vol.8, 1986,
pp.543-550.
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Dynamic Response of Reinforced Concrete
Columns under Earthquake Loading
- M.Nagamine and H.Shima : Effect of Strain Rate on Stress-Strain Curve
of Reinforcing Bars after Yielding under Reversed Cyclic Load, Proceedings
of the Forth International Conference on Concrete under Severe Conditions,
June 27-30, 2004, Seoul.
- Yokoi, K.,
Mizuguchi, H., Shima,
H. and Yamamoto, Y.: "Effect of reinforcement volume on failure of
T-shaped reinforced concrete bridge piers under dynamic loading,"
Proc. of The Seventh East Asia-pacific Conference on Structural
Engineering & Construction, Kochi, August 1999, pp.1229-1234.
- Yokoi, K.,
Mizuguchi, H. and Shima,
H.: "Rocking vibration of T-shaped reinforced concrete bridge piers
under earthquake forces," Proc. of The Fifth
East Asia-pacific Conference on Structural Engineering & Construction,
July 1995, pp.1407-1412.
- Yokoi, K.,
Mizuguchi, H. and Shima,
H.: "Seismic behavior of reinforced concrete bridge piers under
biaxial moment," The Fourth East Asia-pacific Conference on
Structural Engineering & Construction, Sept. 1993, Seoul.
- Aki, R. Shima, H., Mizuguchi, H.:
"Effect of second coming earthquake waveform on dynamic behavior of
repaired reinforced concrete bridge piers," Transactions of the Japan
Concrete Institute, Vol.13, 1991, pp.335-340.
- Shima,
H., Mizuguchi, H. and Kanbara, N.: "Hysteresis model of repaired
reinforced concrete bridge piers damaged by earthquake," Asia-Pacific
Structural Analysis Conference, Nov. 1989, Malacca.
- Shima, H., Mizuguchi,
H. and Kanbara, N.: "Seismic behavior of
repaired reinforced concrete bridge piers with various degrees of
damage," The Second East Asia-pacific Conference on Structural
Engineering & Construction, Jan. 1989, Chiang Mai.
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Shear Strength of Reinforced Concrete
- Piyamahant, S., and Shima, H.: Applicability of Superposition Method for
Estimating Shear Strength of Reinforced Concrete Beams with Small Amount
of Web Reinforcement, Proceedings of the Forth International Conference on
Concrete under Severe Conditions, June 27-30, 2004, Seoul.
- Piyamahant, S., and Shima, H.: Shear Strength of Reinforced Concrete Beams
with Small Amount of Web Reinforcement, Proceedings of Japan Concrete
Institute, Vol.25, No.2, pp.1099-1104, 2003.
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Steel-Concrete Composite Structures
- Ros Soty
and Hiroshi Shima : Partial Interaction
Mechanism of Headed Stud Embedded in Concrete under Pullout Force, Proceedings
of the 10th Symposium on research and Application of Hybrid and Composite
Structures, Tokyo, pp.57-1〜57-8, November 21-22,
2013.
- Y. Taira, S. Saito, T. Watanabe, Y. Mizoe,
H. Shima, A. Nakajima and K. Furuichi
: Experimental Study on Shear Force-Slip Relationship of Headed Stud
Connectors under Controlled Shear and Axial Forces, EASEC-13, Sapporo,
September 11-13, 2013
- Soty Ros
and Hiroshi Shima : Formulation for shear
force-relative displacement relationship of L-shape shear connector in
steel-concrete composite structures, Engineering Structures, Elsevier,
Vol.46, pp.581-592, 2013.1
- ROS Soty and SHIMA Hiroshi : Effects of Strut Angle on the
Behavior of L-Shape Shear Connector Subjected to Strut Compressive Force
in Steel- Concrete Composite Structures, Journal of Structural
Engineering, Vol. 57A, pp.987-995, 2011.3
- Soty Ros
and Hiroshi Shima : Shear Force and Horizontal
Relative Displacement Relationship of L-shape Shear Connector Subjected to
Strut Compressive Force in Steel-Concrete Composite Structure, Proceedings
of JSCE A，Vol.66，No.4,
pp.767-782，2010.12
- Hiroshi Shima and Seiji Watanabe : Formulation for Load-Slip
Relationships of Headed Stud Connector, 34th IABSE Symposium, September
22-24, 2010, Venice
- H.Shima, Y.Wang,
N.Fujisawa and M.Ouchi
: Design and Construction Method of New Concrete Filled Steel Tube Frame
Structure, IABSE Symposium on Responding to Tomorrrow's
Challenges in Structural Engineering, September 13-15, 2006, Budapest
- Y.Wang, H.Shima,
N.Fujisawa and M.Ouchi:
Seismic Behavior of New CFT Structure using Self-Compacting Concrete,
Proceedings of International Conference on Structural and Road
Transportation Engineering, January 3-5, 2005, India
- Harada, N.
and Shima, H.: "Load carrying mechanism of
steel-concrete sandwich members with low composite action," Proc. of
Japan Concrete Institute, Vol.16, No.2, 1994, pp.1211-1216. (in Japanese)
- Shima, H. and Harada, N.:
"Relationship between amount of shear connector and flexural strength
of steel-concrete sandwich structures," Transactions of the Japan
Concrete Institute, Vol.15, 1993, pp.519-526.
- Chuah, C., Shima,
H. and Rungrojsaratis, V.:
"Load-displacement relationship of plate shape shear connector in
steel-concrete composite structures," Concrete Library International,
No.19, Japan Society of Civil Engineers, June 1992, pp.257-264.
- Chuah,
C., Shima, H. and Noritake, K.: "Strength and deformational behaviors
of studs embedded in high strength prestressed concrete," Proc. of
Japan Concrete Institute, Vol.13, No.2, 1991, pp.1033-1038.
- Rungrojsaratis, V. and Shima, H.: "Effect of confining reinforcement on
the behavior of lapped splice connection between steel bar and steel
plate," Proc. of Japan Concrete Institute, Vol.11, No.2, 1989,
pp.637-642.
- Rungrojsaratis, V., Shima, H. and Ueda, T.: "The capacity of lapped
splice connection between deformed bars and steel plate (side splitting
failure mode)," The Second East Asia-pacific Conference on Structural
Engineering & Construction, Jan. 1989, Chiang Mai.
- Chuah, C., Rungrojsaratis,
V. and Shima, H.: "A study on the behaviors
of plate shape shear connectors in composite construction,"
Asia-Pacific Structural Analysis Conference, Nov. 1989, Malacca.
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Application of Continuous Fiber
Reinforcing Materials to Concrete Structures
- Kakuta, Y., Mutsuyoshi,
H. and Shima, H.: "New structural design
method for concrete members using continuous fiber reinforcing
material," Proc. of 3rd International Conference on Fiber Reinforced
Plastics for Reinforced Concrete Structures, Sapporo, Vol.1, pp.175-182,
Oct.1997.
- Shima, H. and Suga, T.: "Local bond stress-slip relationship of
braided aramid fiber bar," Proc. of The
Fifth East Asia-pacific Conference on Structural Engineering &
Construction, July 1995, pp.1041-1046.
- Yokoi, K.,
Shima, H., Mizuguchi,
H.: "Shear resistance capacity of T beams reinforced by continuous
fiber materials," Proc. of Japan Concrete Institute, Vol.16, No.2,
1994, pp.1075-1080. (in Japanese)
- Shima, H. and Suga, T.: "Local bond stress-slip relationship of
braided aramid fiber bar obtained from pretensioned
bond test," Transactions of the Japan Concrete Institute, Vol.16,
1994, pp.191-196.
- Shima, H., Suga,
T. and Honma, M.: "Local bond stress-slip
relationship of continuous fiber reinforcing materials obtained by pull
bond tests with long embedment," Transactions of the Japan Concrete
Institute, Vol.15, 1993, pp.297-304.
- Yokoi, K.,
Shima, H. and Mizuguchi,
H.: "Applicability of shear strength equations for RC beams to
concrete beams reinforced with FRP rods," Transactions of the Japan
Concrete Institute, Vol.14, 1992, pp.247-252.
- Yokoi, K.,
Shima, H. and Mizuguchi,
H.: "Stirrup stress in concrete beams with continuous fiber materials
for longitudinal reinforcement," Proc. of Japan Concrete Institute,
Vol.13, No.2, 1991, pp.771-776. (in Japanese)
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Development of New Structures for Prestressed Concrete Bridges
- Noritake,
K., Shima, H. and Kohno, K.: "Proposal for
new structures making the best use of high strength concrete to reduce the
weight of prestressed concrete bridges,"
Concrete Library International, JSCE, No.25, June 1995, pp.27-43.
- Noritake,
K., Shima, H., Kumagai,
S. and Sasaki, K.: "A study of structures with prestressed
concrete slabs and truss members, using high-strength concrete," FIP
Symposium on Modern Prestressing Techniques and
their Applications, Oct. 1993, Kyoto.
- Fukuda,
E. Shima, H., Noritake, K.: "Shear
connection between precast concrete members using inserts and bolts,"
Proc. of Japan Concrete Institute, Vol.15, No.2, 1993, pp.607-612. (in
Japanese)
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Durability Design
- Songkram Piyamahant,
Hiroshi Shima and Soty
Ros: Simulation for Corrosion Cracking of Cover
Concrete in Reinforced Concrete Structures, Journal of JSCE, Vol.1, No.1,
pp.162-180, 2013.
- Songkram Piyamahant
and Hiroshi Shima : Test Method for Cracking
Resistance of Cover Concrete due to Corrosion of Reinforcement, Journal of
Advanced Concrete Technology, Vol.9, No.2, pp.169-176, June 2011
- S.Swatekititham, H.Shima and H.Okamura:
Modeling on Chloride Attack in Concrete Structures under Marine
Environments, Proceedings of the First International Conference of Asian
Concrete Federation, October 28-29, 2004, Chiang Mai
- S.Piyamahant and H.Shima: Experimental Study on Cracking in Covering
Concrete due to Pressure around Reinforcing Bars, Proceedings of the First
International Conference of Asian Concrete Federation, October 28-29,
2004, Chiang Mai
- S.Swatekititham and H.Shima: Chloride Concentrations on Surfaces of
Concrete Structures, Proceedings of the Forth International Conference on
Concrete under Severe Conditions, June 27-30, 2004, Seoul.
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Self-Compacting Concrete
- Virak Han, Soty
Ros and Hiroshi Shima:
Effects of sand content, superplasticizer dosage
and mixing time on Compressive Strength of Mortar, ACI Materials Journal,
Vol.110, No.1, pp.23-32, 2013.1
- Virak Han and Hiroshi Shima : Compressive Strength of Mortar with High
Amounts of Super-plasticizer, EASEC-10, Aug.2006, Bangkok
- Y.Wang, H.Shima,
N.Fujisawa and M.Ouchi
: Application of self-compacting concrete to CFT column-CFT beam frame
structure, SCC2005, Oct.30-Nov.2, Chicago
- V.Seng and H.Shima
: Creep and shrinkage of self-compacting concrete with different limestone
powder contents, SCC2005, Oct.30-Nov.2, Chicago
- V.Seng, H.Shima
and M.Ouchi: Possibility of Self-Compacting
Concrete in Cambodia, Proceedings of the Seventh International Conference
on Concrete Technology in Developing Countries, October 5-8, 2004, Kuala
Lumpur
- Ohno, Y. and Shima,
H.: Resistance to Drying Shrinkage Crack in Self-Compacting Concrete,
Proceedings of the Eighth East Asis-pacific
Conference on Structural Engineering and Construction, 2001.12, Paper
No.1182.
- Yamasaki,
T., Kajita, S., Ouchi,
M. and Shima, H.: "Effect of superplasticizer on property of mortar," Proc. of
The Seventh East Asia-pacific Conference on
Structural Engineering & Construction, Kochi, August 1999,
pp.1319-1324.
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High Strength Concrete
- Virak Han, Soty
Ros and Hiroshi Shima:
Strength Model for Mortar based on Hydration Heat and Microstructure
Developments, Journal of JSCE, Vol.1, No.1, pp.366-378, 2013.
- Yamamoto,
H., Mishima, T., Kikuchi, M. and Shima, H. : A Study on Bond Charasteristics
between High-Strength Deformed Bar and Super Quality Concrete, Proceedings
of Our world in concrete 01, Singapore, pp.685-691.
- Shima, H., Noritake, K, Kohno,
K.: "Experimental study on creep of high strength concrete -under
high stress at early age-," Bulletin of Faculty of Engineering, The
University of Tokushima, No.38, 1993, pp.17-23. (in Japanese)
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No-fines Porous Concrete
- Shima, H., Ogawa, Y. and Kohno,
K.: Bond properties between no-fines porous concrete and epoxy coated
steel bars, Proc. of Int.Conf. on Urban
Engineering in Asian Cities in the 21st Century, Nov.20-23, 1996, Bangkok
- Ogawa,
Y., Kaji, T., Shima,
H. and Nakamura, H.: "Compressive strength and pore volume of
no-fines porous concrete absorbing carbon dioxide gas," Transactions
of the Japan Concrete Institute, Vol.17, pp.53-60, 1995.
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Segregation of Concrete
- Shima, H., Mizuguchi,
H. and Nishio,T.:
"The effect of amount of fine particles on segregation of flowing
concrete," Transactions of the Japan Concrete Institute, Vol.5, 1983,
pp.15-22.
- Shima, H., Mizuguchi,
H., Wada, T.: "Properties of hardened concrete affected by
segregation of super-plasticized concrete," Transactions of the Japan
Concrete Institute, Vol.6, 1984, pp.1-8.
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Papers by Hiroshi Shima (end)