Structural Characteristics of HPDSP Concrete on Beam Column Joints
The seriously damaged structures during earthquakes
show the need and importance of design of reinforced concrete
structures with high ductility. Reinforced concrete beam-column
joints have an important function in all structures. Under seismic
excitation, the beam column joint region is subjected to horizontal
and vertical shear forces whose magnitude is many times higher than
the adjacent beam and column. Strength and ductility of structures
depends mainly on proper detailing of the reinforcement in beamcolumn
joints and the old structures were found ductility deficient.
DSP materials are obtained by using high quantities of super
plasticizers and high volumes of micro silica. In the case of High
Performance Densified Small Particle Concrete (HPDSPC), since
concrete is dense even at the micro-structure level, tensile strain
would be much higher than that of the conventional SFRC, SIFCON
& SIMCON. This in turn will improve cracking behaviour, ductility
and energy absorption capacity of composites in addition to
durability. The fine fibers used in our mix are 0.3mm diameter and 10
mm which can be easily placed with high percentage. These fibers
easily transfer stresses and act as a composite concrete unit to take up
extremely high loads with high compressive strength. HPDSPC
placed in the beam column joints helps in safety of human life due to
prolonged failure.
[1] ACI (2002) “Recommendations for Design of Beam-Column
Connections in Monolithic Reinforced Concrete Structures”. Report
352R-02, American Concrete Institute, Farmington Hills, U.S.A.
[2] ACI Building Code Requirements for Structural Concrete (ACI 318-99)
and Commentary, ACI-318R-99(1999), American Concrete Institute,
Detroit, Michigan.
[3] AJI (1990), “Design Guidelines for Earthquake Resistant Reinforced
Concrete Buildings Based on Ultimate Strength Concept”, Architectural
Institute of Japan, Tokyo, Japan.
[4] Aveston J. et al., (1971), “Single and Multiple Fractures”. The properties
of FIBER Composites Conference Proceeding, 15-24.
[5] Bache, H.H., (1981). “Densified Cement/Ultra-Fine Particle Based
Materials”. 2nd International Conference on Super-plasticizer in
Concrete, Ottawa, Canada, June 10-12, 35pp.
[6] Bache, H.H., (1987). “Compact Reinforced Composite Basic
Principles”. CBL Report No.41. Aalborg Portland, Aalborg, Denmark,
87 pp.
[7] Bache, H.H., (1987). “Introduction to Compact Reinforced Composites’.
Nordic Concrete Research, 6, 19-33.
[8] Bache, H.H., (1989), “Fracture Mechanics in Integrated Design of New
Ultra-Strong Material and Structures, RILEM report, 382-398.
[9] Birelli, G., Cadorei, G., Dutallor, F., and Thiabaud, T., (1998). “A New
Very High Performance Concrete, International Symposium, 177-201.
[10] Kumar, V.l. (1991).”A Study of Exterior Beam-Column Joints “. The
Indian Concrete Journal, 651(1), 39-43.
[11] Mobasher, B. (2001) “A Study of Fracture in FIBER Reinforced
Cement-Based Composites using Laser Holographic Interferometry”.
Experimental Mechanics, 30, 286-294.
[12] Oh, B.H. (1992), “Flexural Analysis of Reinforced Concrete Beam
Containing Steel FIBERS”. Journal of Structural Engineering, ASCE,
118(10), 2821-2836.
[13] S. M. Swar, S. K. Sharma, H. K. Sharma (June 2015). ”Performance
Characteristics of HPDSP Concrete: An Overview”, Proceedings of
RILEM Workshop HPFRCC-7, Stuttgart Germany.79-86.
[1] ACI (2002) “Recommendations for Design of Beam-Column
Connections in Monolithic Reinforced Concrete Structures”. Report
352R-02, American Concrete Institute, Farmington Hills, U.S.A.
[2] ACI Building Code Requirements for Structural Concrete (ACI 318-99)
and Commentary, ACI-318R-99(1999), American Concrete Institute,
Detroit, Michigan.
[3] AJI (1990), “Design Guidelines for Earthquake Resistant Reinforced
Concrete Buildings Based on Ultimate Strength Concept”, Architectural
Institute of Japan, Tokyo, Japan.
[4] Aveston J. et al., (1971), “Single and Multiple Fractures”. The properties
of FIBER Composites Conference Proceeding, 15-24.
[5] Bache, H.H., (1981). “Densified Cement/Ultra-Fine Particle Based
Materials”. 2nd International Conference on Super-plasticizer in
Concrete, Ottawa, Canada, June 10-12, 35pp.
[6] Bache, H.H., (1987). “Compact Reinforced Composite Basic
Principles”. CBL Report No.41. Aalborg Portland, Aalborg, Denmark,
87 pp.
[7] Bache, H.H., (1987). “Introduction to Compact Reinforced Composites’.
Nordic Concrete Research, 6, 19-33.
[8] Bache, H.H., (1989), “Fracture Mechanics in Integrated Design of New
Ultra-Strong Material and Structures, RILEM report, 382-398.
[9] Birelli, G., Cadorei, G., Dutallor, F., and Thiabaud, T., (1998). “A New
Very High Performance Concrete, International Symposium, 177-201.
[10] Kumar, V.l. (1991).”A Study of Exterior Beam-Column Joints “. The
Indian Concrete Journal, 651(1), 39-43.
[11] Mobasher, B. (2001) “A Study of Fracture in FIBER Reinforced
Cement-Based Composites using Laser Holographic Interferometry”.
Experimental Mechanics, 30, 286-294.
[12] Oh, B.H. (1992), “Flexural Analysis of Reinforced Concrete Beam
Containing Steel FIBERS”. Journal of Structural Engineering, ASCE,
118(10), 2821-2836.
[13] S. M. Swar, S. K. Sharma, H. K. Sharma (June 2015). ”Performance
Characteristics of HPDSP Concrete: An Overview”, Proceedings of
RILEM Workshop HPFRCC-7, Stuttgart Germany.79-86.
@article{"International Journal of Architectural, Civil and Construction Sciences:71000", author = "Sushil Kumar Swar and Sanjay Kumar Sharma and Hari Krishan Sharma and Sushil Kumar", title = "Structural Characteristics of HPDSP Concrete on Beam Column Joints", abstract = "The seriously damaged structures during earthquakes
show the need and importance of design of reinforced concrete
structures with high ductility. Reinforced concrete beam-column
joints have an important function in all structures. Under seismic
excitation, the beam column joint region is subjected to horizontal
and vertical shear forces whose magnitude is many times higher than
the adjacent beam and column. Strength and ductility of structures
depends mainly on proper detailing of the reinforcement in beamcolumn
joints and the old structures were found ductility deficient.
DSP materials are obtained by using high quantities of super
plasticizers and high volumes of micro silica. In the case of High
Performance Densified Small Particle Concrete (HPDSPC), since
concrete is dense even at the micro-structure level, tensile strain
would be much higher than that of the conventional SFRC, SIFCON
& SIMCON. This in turn will improve cracking behaviour, ductility
and energy absorption capacity of composites in addition to
durability. The fine fibers used in our mix are 0.3mm diameter and 10
mm which can be easily placed with high percentage. These fibers
easily transfer stresses and act as a composite concrete unit to take up
extremely high loads with high compressive strength. HPDSPC
placed in the beam column joints helps in safety of human life due to
prolonged failure.", keywords = "High Performance Densified Small Particle Concrete
(HPDSPC), Steel Fıber Reinforced Concrete (SFRC), Slurry
Infiltrated Concrete (SIFCON), Slurry Infiltrated Mat Concrete
(SIMCON).", volume = "9", number = "9", pages = "1213-6", }