Technical Papers
Feb 1, 2023

Consistent Nonlocal Integral and Gradient Formulations for Force-Based Timoshenko Elements with Material and Geometric Nonlinearities

Publication: Journal of Structural Engineering
Volume 149, Issue 4

Abstract

Both integral and implicit gradient consistent nonlocal formulations are developed for a force-based beam element with material and geometric nonlinearities. The element is based on the Timoshenko beam theory, which accounts for shear deformations. Material nonlinearity is considered by using inelastic constitutive relationships, and geometric nonlinearity is considered by using the corotational formulation in the global system and a curvature-shear-based displacement interpolation (CSBDI) in the local system. Integration point dependency for strain-softening responses is addressed by using the section deformation as the nonlocal variable. The weak form of the implicit gradient-type governing equation is derived, and an efficient strategy is proposed to solve it. Consistent element flexibilities for both the integral and implicit gradient formulations are derived. To implement the proposed elements, a new and simplified state determination algorithm is developed. Finally, four illustrative numerical examples are presented to demonstrate the utility of proposed element and validate it. The results indicate that the proposed element can accurately capture both material and geometric nonlinearities, and offers consistent response predictions for any number of integration points due to its nonlocal regularization.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The first author greatly appreciates the financial support from the Project of National Key Research and Development Program of China (Grant No. 2022YFC3803004), the Natural Science Foundation of Jiangsu Province (Grant No. BK20211564), and the National Natural Science Foundation of China (Grant No. 52078119), which enabled the first author to spend a term as a Visiting Scholar at UCLA.

References

Addessi, D., and V. Ciampi. 2007. “A regularized force-based beam element with a damage–plastic section constitutive law.” Int. J. Numer. Methods Eng. 70 (5): 610–629. https://doi.org/10.1002/nme.1911.
Al-Aukaily, A., and M. H. Scott. 2019. “Response sensitivity for geometrically nonlinear displacement-based beam-column elements.” Comput. Struct. 220 (Aug): 43–54. https://doi.org/10.1016/j.compstruc.2019.05.003.
Aldstedt, E., and P. Bergan. 1978. “Nonlinear time-dependent concrete-frame analysis.” J. Struct. Div. 104 (7): 1077–1092. https://doi.org/10.1061/JSDEAG.0004951.
Almeida, J., S. Das, and R. Pinho. 2012. “Adaptive force-based frame element for regularized softening response.” Comput. Struct. 102–103 (Jul): 1–13. https://doi.org/10.1016/j.compstruc.2012.03.018.
Almeida, J. P., A. A. Correia, and R. Pinho. 2015. “Force-based higher-order beam element with flexural-shear-torsional interaction in 3D frames. Part II: Applications.” Eng. Struct. 89 (Apr): 218–235. https://doi.org/10.1016/j.engstruct.2014.10.028.
Bao, Y., H. Lew, and S. Kunnath. 2014. “Modeling of reinforced concrete assemblies under column-removal scenario.” J. Struct. Eng. 140 (1): 04013026. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000773.
Bazant, Z., and M. Jirásek. 2002. “Nonlocal integral formulations of plasticity and damage: Survey of progress.” J. Eng. Mech. 128 (11): 1119–1149. https://doi.org/10.1061/(ASCE)0733-9399(2002)128:11(1119).
Bažant, Z. P., and B. H. Oh. 1983. “Crack band theory for fracture of concrete.” Matér. Constr. 16 (3): 155–177. https://doi.org/10.1007/BF02486267.
Belytschko, T., and L. W. Glaum. 1979. “Applications of higher order corotational stretch theories to nonlinear finite element analysis.” Comput. Struct. 10 (1–2): 175–182. https://doi.org/10.1016/0045-7949(79)90085-3.
Belytschko, T., and B. J. Hsieh. 1973. “Non-linear transient finite element analysis with convected co-ordinates.” Int. J. Numer. Methods Eng. 7 (3): 255–271. https://doi.org/10.1002/nme.1620070304.
Calabrese, A., J. P. Almeida, and R. Pinho. 2010. “Numerical issues in distributed inelasticity modeling of RC frame elements for seismic analysis.” Supplement, J. Earthquake Eng. 14 (S1): 38–68. https://doi.org/10.1080/13632461003651869.
Ceresa, P., L. Petrini, R. Pinho, and R. Sousa. 2009. “A fibre flexure–shear model for seismic analysis of RC-framed structures.” Earthquake Eng. Struct. Dyn. 38 (5): 565–586. https://doi.org/10.1002/eqe.894.
Coleman, J., and E. Spacone. 2001. “Localization issues in force-based frame elements.” J. Struct. Eng. 127 (11): 1257–1265. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:11(1257).
Correia, A. A., J. P. Almeida, and R. Pinho. 2015. “Force-based higher-order beam element with flexural-shear–torsional interaction in 3D frames. Part I: Theory.” Eng. Struct. 89 (Apr): 204–217. https://doi.org/10.1016/j.engstruct.2014.10.024.
D’Ambrisi, A., and F. C. Filippou. 1999. “Modeling of cyclic shear behavior in RC members.” J. Struct. Eng. 125 (10): 1143–1150. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:10(1143).
De Souza, R. 2000. “Force-based finite element for large displacement inelastic analysis of frames.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley.
Dong, S. B., C. Alpdogan, and E. Taciroglu. 2010. “Much ado about shear correction factors in Timoshenko beam theory.” Int. J. Solids Struct. 47 (13): 1651–1665. https://doi.org/10.1016/j.ijsolstr.2010.02.018.
Eringen, A. C., and D. Edelen. 1972. “On nonlocal elasticity.” Int. J. Eng. Sci. 10 (3): 233–248. https://doi.org/10.1016/0020-7225(72)90039-0.
Feng, D.-C., X. Ren, and J. Li. 2016. “Implicit gradient delocalization method for force-based frame element.” J. Struct. Eng. 142 (2): 04015122. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001397.
Feng, D.-C., and X.-D. Ren. 2017. “Enriched force-based frame element with evolutionary plastic hinge.” J. Struct. Eng. 143 (10): 06017005. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001871.
Feng, D.-C., G. Wu, and C.-L. Ning. 2019. “A regularized force-based Timoshenko fiber element including flexure-shear interaction for cyclic analysis of RC structures.” Int. J. Mech. Sci. 160 (Sep): 59–74. https://doi.org/10.1016/j.ijmecsci.2019.06.011.
Feng, D.-C., G. Wu, Z.-Y. Sun, and J.-G. Xu. 2017. “A flexure-shear Timoshenko fiber beam element based on softened damage-plasticity model.” Eng. Struct. 140 (Jun): 483–497. https://doi.org/10.1016/j.engstruct.2017.02.066.
Feng, D.-C., and J.-Y. Wu. 2020. “Improved displacement-based Timoshenko beam element with enhanced strains.” J. Struct. Eng. 146 (3): 04019221. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002549.
Feng, D.-C., and J. Xu. 2018. “An efficient fiber beam-column element considering flexure–shear interaction and anchorage bond-slip effect for cyclic analysis of RC structures.” Bull. Earthquake Eng. 16 (11): 5425–5452. https://doi.org/10.1007/s10518-018-0392-y.
Hellesland, J., and A. C. Scordelis. 1981. “Analysis of RC bridge columns under imposed deformations.” In Vol. 34 of Proc., IABSE Colloquium, 545–559. Zurich, Switzerland: International Association for Bridge and Structural Engineering.
Hjelmstad, K., and E. Taciroglu. 2002. “Mixed methods and flexibility approaches for nonlinear frame analysis.” J. Constr. Steel Res. 58 (5–8): 967–993. https://doi.org/10.1016/S0143-974X(01)00100-6.
Hjelmstad, K., and E. Taciroglu. 2003. “Mixed variational methods for finite element analysis of geometrically non-linear, inelastic Bernoulli–Euler beams.” Commun. Numer. Methods Eng. 19 (10): 809–832. https://doi.org/10.1002/cnm.622.
Hjelmstad, K., and E. Taciroglu. 2005. “Variational basis of nonlinear flexibility methods for structural analysis of frames.” J. Eng. Mech. 131 (11): 1157–1169. https://doi.org/10.1061/(ASCE)0733-9399(2005)131:11(1157).
Jafari, V., S. H. Vahdani, and M. Rahimian. 2010. “Derivation of the consistent flexibility matrix for geometrically nonlinear Timoshenko frame finite element.” Finite Elem. Anal. Des. 46 (12): 1077–1085. https://doi.org/10.1016/j.finel.2010.07.015.
Jirásek, M. 1998. “Nonlocal models for damage and fracture: Comparison of approaches.” Int. J. Solids Struct. 35 (31): 4133–4145. https://doi.org/10.1016/S0020-7683(97)00306-5.
Kenawy, M., S. Kunnath, S. Kolwankar, and A. Kanvinde. 2018. “Fiber-based nonlocal formulation for simulating softening in reinforced concrete beam-columns.” J. Struct. Eng. 144 (12): 04018217. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002218.
Kenawy, M., S. Kunnath, S. Kolwankar, and A. Kanvinde. 2020. “Concrete uniaxial nonlocal damage-plasticity model for simulating post-peak response of reinforced concrete beam-columns under cyclic loading.” J. Struct. Eng. 146 (5): 04020052. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002592.
Khaloo, A. R., and S. Tariverdilo. 2002. “Localization analysis of reinforced concrete members with softening behavior.” J. Struct. Eng. 128 (9): 1148–1157. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:9(1148).
Kolozvari, K., K. Kalbasi, K. Orakcal, L. M. Massone, and J. Wallace. 2019. “Shear–flexure-interaction models for planar and flanged reinforced concrete walls.” Bull. Earthquake Eng. 17 (12): 6391–6417. https://doi.org/10.1007/s10518-019-00658-5.
Kolozvari, K., K. Orakcal, and J. W. Wallace. 2018. “New OpenSees models for simulating nonlinear flexural and coupled shear-flexural behavior of RC walls and columns.” Comput. Struct. 196 (Feb): 246–262. https://doi.org/10.1016/j.compstruc.2017.10.010.
Koutromanos, I. 2014. “Nonlinear finite element analysis notes.” Accessed December 1, 2014. https://www.researchgate.net/publication/269411458_Nonlinear_Finite_Element_Analysis_Notes.
Koutromanos, I., and J. Bowers. 2016. “Enhanced strain beam formulation resolving several issues of displacement-based elements for nonlinear analysis.” J. Eng. Mech. 142 (9): 04016059. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001111.
Limkatanyu, S., and E. Spacone. 2002. “Reinforced concrete frame element with bond interfaces. I: Displacement-based, force-based, and mixed formulations.” J. Struct. Eng. 128 (3): 346–355. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:3(346).
Long, X., J. Q. Bao, K. H. Tan, and C. K. Lee. 2014. “Numerical simulation of reinforced concrete beam/column failure considering normal-shear stress interaction.” Eng. Struct. 74 (Sep): 32–43. https://doi.org/10.1016/j.engstruct.2014.05.011.
Mander, J. B., M. J. Priestley, and R. Park. 1988. “Theoretical stress-strain model for confined concrete.” J. Struct. Eng. 114 (8): 1804–1826. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1804).
Marini, A., and E. Spacone. 2006. “Analysis of reinforced concrete elements including shear effects.” ACI Struct. J. 103 (5): 645–655. https://doi.org/10.14359/16916.
Mergos, P. E., and A. J. Kappos. 2008. “A distributed shear and flexural flexibility model with shear-flexure interaction for RC members subjected to seismic loading.” Earthquake Eng. Struct. Dyn. 37 (12): 1349–1370. https://doi.org/10.1002/eqe.812.
Mohr, S., J. M. Bairán, and A. R. Mar. 2010. “A frame element model for the analysis of reinforced concrete structures under shear and bending.” Eng. Struct. 32 (12): 3936–3954. https://doi.org/10.1016/j.engstruct.2010.09.005.
Mullapudi, T. R. S., and A. S. Ayoub. 2013. “Analysis of reinforced concrete columns subjected to combined axial, flexure, shear and torsional loads.” J. Struct. Eng. 139 (4): 561–573. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000680.
Neuenhofer, A., and F. C. Filippou. 1997. “Evaluation of nonlinear frame finite-element models.” J. Struct. Eng. 123 (7): 958–966. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:7(958).
Neuenhofer, A., and F. C. Filippou. 1998. “Geometrically nonlinear flexibility-based frame finite element.” J. Struct. Eng. 124 (6): 704–711. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:6(704).
Nikoukalam, M. T., and P. Sideris. 2017. “Experimental performance assessment of nearly full-scale reinforced concrete columns with partially debonded longitudinal reinforcement.” J. Struct. Eng. 143 (4): 04016218. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001708.
Nikoukalam, M. T., and P. Sideris. 2019. “Nonlocal hardening-damage beam model and its application to a force-based element formulation.” J. Eng. Mech. 145 (10): 04019084. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001659.
Nukala, P. K. V., and D. W. White. 2004. “Variationally consistent state determination algorithms for nonlinear mixed beam finite elements.” Comput. Methods Appl. Mech. Eng. 193 (33–35): 3647–3666. https://doi.org/10.1016/j.cma.2004.01.027.
Peerlings, R. H. J., R. de Borst, W. A. M. Brekelmans, and J. de Vree. 1996. “Gradient enhanced damage for quasi-brittle materials.” Int. J. Numer. Methods Eng. 39 (19): 3391–3403. https://doi.org/10.1002/(SICI)1097-0207(19961015)39:19%3C3391::AID-NME7%3E3.0.CO;2-D.
Peerlings, R. H. J., M. G. D. Geers, R. D. Borst, and W. A. M. Brekelmans. 2001. “A critical comparison of nonlocal and gradient-enhanced softening continua.” Int. J. Solids Struct. 38 (44): 7723–7746. https://doi.org/10.1016/S0020-7683(01)00087-7.
Petrangeli, M., P. E. Pinto, and V. Ciampi. 1999. “Fiber element for cyclic bending and shear of RC structures. I: Theory.” J. Eng. Mech. 125 (9): 994–1001. https://doi.org/10.1061/(ASCE)0733-9399(1999)125:9(994).
Salehi, M., and P. Sideris. 2017. “Refined gradient inelastic flexibility-based formulation for members subjected to arbitrary loading.” J. Eng. Mech. 143 (9): 04017090. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001288.
Salehi, M., and P. Sideris. 2018. “A finite-strain gradient-inelastic beam theory and a corresponding force-based frame element formulation.” Int. J. Numer. Methods Eng. 116 (6): 380–411. https://doi.org/10.1002/nme.5929.
Saritas, A., and F. C. Filippou. 2009. “Inelastic axial-flexure-shear coupling in a mixed formulation beam finite element.” Int. J. Non-Linear Mech. 44 (8): 913–922. https://doi.org/10.1016/j.ijnonlinmec.2009.06.007.
Saritas, A., and O. Soydas. 2012. “Variational base and solution strategies for non-linear force-based beam finite elements.” Int. J. Non-Linear Mech. 47 (3): 54–64. https://doi.org/10.1016/j.ijnonlinmec.2012.01.003.
Scott, M., and O. Hamutçuoğlu. 2008. “Numerically consistent regularization of force-based frame elements.” Int. J. Numer. Methods Eng. 76 (10): 1612–1631. https://doi.org/10.1002/nme.2386.
Scott, M., and V. Jafari Azad. 2017. “Response sensitivity of material and geometric nonlinear force-based Timoshenko frame elements.” Int. J. Numer. Methods Eng. 111 (5): 474–492. https://doi.org/10.1002/nme.5479.
Scott, M. H. 2013. “Response sensitivity of geometrically nonlinear force-based frame elements.” J. Struct. Eng. 139 (11): 1963–1972. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000757.
Scott, M. H., and G. L. Fenves. 2006. “Plastic hinge integration methods for force-based beam-column elements.” J. Struct. Eng. 132 (2): 244–252. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:2(244).
Scott, M. H., and F. C. Filippou. 2007. “Response gradients for nonlinear beam-column elements under large displacements.” J. Struct. Eng. 133 (2): 155–165. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:2(155).
Sideris, P., and M. Salehi. 2016. “A gradient inelastic flexibility-based frame element formulation.” J. Eng. Mech. 142 (7): 04016039. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001083.
Soydas, O., and A. Saritas. 2013. “An accurate nonlinear 3D Timoshenko beam element based on Hu-Washizu functional.” Int. J. Mech. Sci. 74 (Sep): 1–14. https://doi.org/10.1016/j.ijmecsci.2013.04.002.
Spacone, E., F. C. Filippou, and F. F. Taucer. 1996. “Fibre beam-column model for non-linear analysis of R/C frames: Part I. Formulation.” Earthquake Eng. Struct. Dyn. 25 (7): 711–725. https://doi.org/10.1002/(SICI)1096-9845(199607)25:7%3C711::AID-EQE576%3E3.0.CO;2-9.
Stramandinoli, R. S. B., and H. L. La Rovere. 2012. “FE model for nonlinear analysis of reinforced concrete beams considering shear deformation.” Eng. Struct. 35 (Feb): 244–253. https://doi.org/10.1016/j.engstruct.2011.11.019.
Taylor, R. L., F. C. Filippou, A. Saritas, and F. Auricchio. 2003. “A mixed finite element method for beam and frame problems.” Comput. Mech. 31 (1–2): 192–203. https://doi.org/10.1007/s00466-003-0410-y.
Tran, T. A., and J. W. Wallace. 2015. “Cyclic testing of moderate-aspect-ratio reinforced concrete structural walls.” ACI Struct. J. 112 (6): 653–665. https://doi.org/10.14359/51687907.
Valipour, H. R., and S. J. Foster. 2009. “Nonlocal damage formulation for a flexibility-based frame element.” J. Struct. Eng. 135 (10): 1213–1221. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000054.
Valipour, H. R., and S. J. Foster. 2010a. “Finite element modelling of reinforced concrete framed structures including catenary action.” Comput. Struct. 88 (9–10): 529–538. https://doi.org/10.1016/j.compstruc.2010.01.002.
Valipour, H. R., and S. J. Foster. 2010b. “A total secant flexibility-based formulation for frame elements with physical and geometrical nonlinearities.” Finite Elem. Anal. Des. 46 (3): 288–297. https://doi.org/10.1016/j.finel.2009.11.002.
Zeris, C. A., and S. A. Mahin. 1988. “Analysis of reinforced concrete beam-columns under uniaxial excitation.” J. Struct. Eng. 114 (4): 804–820. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:4(804).

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 149Issue 4April 2023

History

Received: Mar 27, 2022
Accepted: Dec 12, 2022
Published online: Feb 1, 2023
Published in print: Apr 1, 2023
Discussion open until: Jul 1, 2023

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Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 211189, China (corresponding author). ORCID: https://orcid.org/0000-0003-3691-6128. Email: [email protected]
Undergraduate Student, School of Civil Engineering, Tongji Univ., Shanghai 200092, China. Email: [email protected]
Frank McKenna [email protected]
Research Engineer, Pacific Earthquake Engineering Research Center, Univ. of California, Berkeley, CA 94720. Email: [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, CA 90095. ORCID: https://orcid.org/0000-0001-9618-1210. Email: [email protected]

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  • Multinode Gradient Inelastic Force-Based Beam-Column Element Formulation, Journal of Structural Engineering, 10.1061/JSENDH.STENG-12554, 150, 2, (2024).

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