Modeling for Postyield Buckling of Reinforcement
Finite element microanalysis using fiber technique was carried out to study the buckling mechanism of reinforcing bars. It was found that reinforcing bars under inelastic axial compression exhibit lateral deformation defined as buckling due to the geometrical nonlinearity. Further investigation reve...
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| Published in | Journal of structural engineering (New York, N.Y.) Vol. 128; no. 9; pp. 1139 - 1147 |
|---|---|
| Main Authors | , |
| Format | Journal Article |
| Language | English |
| Published |
American Society of Civil Engineers
01.09.2002
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| Subjects | |
| Online Access | Get full text |
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| Abstract | Finite element microanalysis using fiber technique was carried out to study the buckling mechanism of reinforcing bars. It was found that reinforcing bars under inelastic axial compression exhibit lateral deformation defined as buckling due to the geometrical nonlinearity. Further investigation revealed that the postbuckling average compressive stress is less than the local stress corresponding to the same strain due primarily to the different stiffness for loading and unloading fibers in the laterally deformed section. It was clarified that the average compressive stress-strain relationship including the softening in the postbuckling range can be completely described in terms of the product of square root of yield strength and the slenderness ratio of the reinforcing bar. Moreover, a unique relationship between the average stress and average strain of reinforcing bars including the effect of buckling is established through various parametric analyses. The comparison of the analytical results and proposed model with some experimental results showed good agreement, thus verifying the reliability of the microanalysis and proposed computational model. |
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| AbstractList | Finite element microanalysis using fiber technique was carried out to study the buckling mechanism of reinforcing bars. It was found that reinforcing bars under inelastic axial compression exhibit later deformation defined as buckling due to the geometrical nolinearity. Further investigation revealed that the postbuckling average compressive stress is less than the local stress corresponding to the same strain due to the different striffness for loading and unloading fibers in the laterally deformed section. It was clarified that the average compressive stress-strain relationship including the softening in the postbuckling range can be completely described in terms of the product of square root of yield strength and the slenderness ration of the reinforcing bar. Moreover, a unique relationship between the average stress and average strain of reinforcing bars including the effect of buckling is established through various parametric analyses. The comparison of the analytical results and proposed model with some experimental results showed good agreement, thus verifying the reliability of the microanalysis and proposed computational model. Finite element microanalysis using fiber technique was carried out to study the buckling mechanism of reinforcing bars. It was found that reinforcing bars under inelastic axial compression exhibit lateral deformation defined as buckling due to the geometrical nonlinearity. Further investigation revealed that the postbuckling average compressive stress is less than the local stress corresponding to the same strain due primarily to the different stiffness for loading and unloading fibers in the laterally deformed section. It was clarified that the average compressive stress-strain relationship including the softening in the postbuckling range can be completely described in terms of the product of square root of yield strength and the slenderness ratio of the reinforcing bar. Moreover, a unique relationship between the average stress and average strain of reinforcing bars including the effect of buckling is established through various parametric analyses. The comparison of the analytical results and proposed model with some experimental results showed good agreement, thus verifying the reliability of the microanalysis and proposed computational model. Finite element microanalysis using the fiber technique was carried out to study the buckling mechanism of reinforcing bars. It was found that reinforcing bars under inelastic axial compression exhibit lateral deformation defined as buckling due to the geometrical nonlinearity. Further investigation revealed that the post-buckling average compressive stress is less than the local stress corresponding to the same strain due primarily to the different stiffness for loading and unloading fibers in the laterally deformed section. It was clarified that the average compressive stress-strain relationship including the softening in the post-buckling range can be completely described in terms of the product of the square root of the yield strength and the slenderness ratio of the reinforcing bar. Moreover, a unique relationship between the average stress and average strain of reinforcing bars including the effect of buckling is established through various parametric analyses. The comparison of the analytical results and proposed model with experimental results showed good agreement, thus verifying the reliability of the microanalysis and proposed computational model. |
| Author | Dhakal, Rajesh Prasad Maekawa, Koichi |
| Author_xml | – sequence: 1 givenname: Rajesh Prasad surname: Dhakal fullname: Dhakal, Rajesh Prasad organization: Research Fellow, School of Civil and Structural Engineering, Nanyang Technological Univ., 50 Nanyang Ave., Singapore 639798 – sequence: 2 givenname: Koichi surname: Maekawa fullname: Maekawa, Koichi organization: Professor, School of Civil Engineering, Univ. of Tokyo, Hongo 7-3-1, Bunkyo-Ku, Tokyo 113, Japan |
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| Cites_doi | 10.1061/(ASCE)0733-9399(1989)115:1(1) 10.1061/(ASCE)0733-9445(1995)121:3(433) 10.1061/(ASCE)0733-9445(1999)125:6(605) 10.1061/(ASCE)0733-9445(1992)118:12(3268) |
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| References | Dodd, L. L.; Restrepo-Posada, J. I. 1995; 121 Mau, S. T.; El-Mabsout, M. 1989; 115 Mau, S. T. 1990; 87 Monti, G.; Nuti, C. 1992; 118 Rodriguez, M. E.; Botero, J. C.; Villa, J. 1999; 125 Tsuchiya, S.; Ogasawara, M.; Tsuno, K.; Ichikawa, H.; Maekawa, K. 1999; 634 e_1_2_1_7_1 e_1_2_1_8_1 e_1_2_1_5_1 e_1_2_1_3_1 e_1_2_1_4_1 Mau S. T. (e_1_2_1_6_1) 1990; 87 e_1_2_1_10_1 e_1_2_1_2_1 e_1_2_1_11_1 Tsuchiya S. (e_1_2_1_12_1) 1999; 634 e_1_2_1_9_1 |
| References_xml | – volume: 118 start-page: 3268 issn: 0733-9445 year: 1992 end-page: 3284 article-title: Nonlinear cyclic behavior of reinforcing bars including buckling. publication-title: J. Struct. Eng. contributor: fullname: Monti, G.; Nuti, C. – volume: 115 start-page: 1 issn: 0733-9399 year: 1989 end-page: 17 article-title: Inelastic buckling of reinforcing bars. publication-title: J. Eng. Mech. contributor: fullname: Mau, S. T.; El-Mabsout, M. – volume: 121 start-page: 433 issn: 0733-9445 year: 1995 end-page: 445 article-title: Model for predicting cyclic behavior of reinforcing steel. publication-title: J. Struct. Eng. contributor: fullname: Dodd, L. L.; Restrepo-Posada, J. I. – volume: 87 start-page: 671 issn: 0889-3241 year: 1990 end-page: 678 article-title: Effect of tie spacing on inelastic buckling of reinforcing bars. publication-title: ACI Struct. J. contributor: fullname: Mau, S. T. – volume: 125 start-page: 605 issn: 0733-9445 year: 1999 end-page: 612 article-title: Cyclic stress-strain behavior of reinforcing steel including the effect of buckling. publication-title: J. Struct. Eng. contributor: fullname: Rodriguez, M. E.; Botero, J. C.; Villa, J. – volume: 634 start-page: 131 year: 1999 end-page: 144 article-title: Multiaxial flexura behavior and nonlinear analysis of RC columns subjected to eccentric axial forces. publication-title: J. Mater., Concr. Struct. Pavements, JSCE contributor: fullname: Tsuchiya, S.; Ogasawara, M.; Tsuno, K.; Ichikawa, H.; Maekawa, K. – ident: e_1_2_1_2_1 – ident: e_1_2_1_7_1 doi: 10.1061/(ASCE)0733-9399(1989)115:1(1) – ident: e_1_2_1_5_1 – volume: 634 start-page: 131 issue: 45 year: 1999 ident: e_1_2_1_12_1 article-title: Multiaxial flexura behavior and nonlinear analysis of RC columns subjected to eccentric axial forces. publication-title: J. Mater., Concr. Struct. Pavements, JSCE contributor: fullname: Tsuchiya S. – ident: e_1_2_1_4_1 doi: 10.1061/(ASCE)0733-9445(1995)121:3(433) – ident: e_1_2_1_10_1 doi: 10.1061/(ASCE)0733-9445(1999)125:6(605) – ident: e_1_2_1_3_1 – volume: 87 start-page: 671 issue: 6 year: 1990 ident: e_1_2_1_6_1 article-title: Effect of tie spacing on inelastic buckling of reinforcing bars. publication-title: ACI Struct. J. contributor: fullname: Mau S. T. – ident: e_1_2_1_9_1 doi: 10.1061/(ASCE)0733-9445(1992)118:12(3268) – ident: e_1_2_1_8_1 – ident: e_1_2_1_11_1 |
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| Snippet | Finite element microanalysis using fiber technique was carried out to study the buckling mechanism of reinforcing bars. It was found that reinforcing bars... Finite element microanalysis using the fiber technique was carried out to study the buckling mechanism of reinforcing bars. It was found that reinforcing bars... |
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| Title | Modeling for Postyield Buckling of Reinforcement |
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