Technical Papers
Oct 18, 2023

Nondimensional Shape Optimization of Nonprismatic Beams with Sinusoidal Lateral Profile

Publication: Journal of Structural Engineering
Volume 150, Issue 1

Abstract

The present paper deals with the optimal design of nonprismatic beams, i.e., beams with variable cross section. To set the optimization problem, Euler-Bernoulli unshearable beam theory is considered and the elastica equation expressing the transverse displacement as a function of the applied loads is reformulated into a system of four differential equations involving kinematic components and internal forces. The optimal solution (in terms of volume) must satisfy two constraints: the maximum Von Mises equivalent stress must not exceed an (ideal) strength, and the maximum vertical displacement is limited to a fraction of beam length. To evaluate the maximum equivalent stress in the beam, normal and shear stresses have been considered. The former was evaluated through the Navier formula, and the latter through a formula derived from Jourawsky and holding for straight and untwisted beams with bisymmetric variable cross sections. The optimal solutions as function of material unit weight, maximum strength, and applied load are presented and discussed. It is shown that the binding constraint is usually represented by the maximum stress in the beam, and that applied load and strength affect the solution more than material unit weight. To maintain the generality of the solution, the nondimensionalization according to Buckingham Π-theorem is implemented and a design abacus is proposed.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

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

Acknowledgments

This research was supported by project MSCA-RISE-2020 Marie Skłodowska-Curie Research and Innovation Staff Exchange (RISE)—ADDOPTML (ntua.gr) “Additively Manufactured Optimized Structures by Means of Machine Learning” (No. 101007595).

References

Adeli, H., and K. C. Sarma. 2006. Cost optimization of structures: Fuzzy logic, genetic algorithms, and parallel computing. New York: Wiley.
Adriaenssens, S., P. Block, D. Veenendaal, and C. Williams. 2014. Shell structures for architecture: Form finding and optimization. New York: Routledge.
Al-Azzawi, A. A., and H. Emad. 2020. “Numerical analysis of nonhomogeneous and nonprismatic members under generalised loadings.” IOP Conf. Ser.: Mater. Sci. Eng. 671 (1): 012097. https://doi.org/10.1088/1757-899X/671/1/012097.
Asprone, D., F. Auricchio, C. Menna, and V. Mercuri. 2018. “3d printing of reinforced concrete elements: Technology and design approach.” Constr. Build. Mater. 165 (Aug): 218–231. https://doi.org/10.1016/j.conbuildmat.2018.01.018.
Auricchio, F., G. Balduzzi, and C. Lovadina. 2015. “The dimensional reduction approach for 2D non-prismatic beam modelling: A solution based on Hellinger-Reissner principle.” Int. J. Solids Struct. 63 (Sep): 264–276. https://doi.org/10.1016/j.ijsolstr.2015.03.004.
Balduzzi, G., M. Aminbaghai, E. Sacco, J. Füssl, J. Eberhardsteiner, and F. Auricchio. 2016. “Non-prismatic beams: A simple and effective Timoshenko-like model.” Int. J. Solids Struct. 90 (Mar): 236–250. https://doi.org/10.1016/j.ijsolstr.2016.02.017.
Balduzzi, G., G. Hochreiner, and J. Füssl. 2017a. “Stress recovery from one dimensional models for tapered bi-symmetric thin-walled I beams: Deficiencies in modern engineering tools and procedures.” Thin-Walled Struct. 119 (Jun): 934–945. https://doi.org/10.1016/j.tws.2017.06.031.
Balduzzi, G., E. Sacco, F. Auricchio, and J. Füssl. 2017b. “Non-prismatic thin-walled beams: Critical issues and effective modeling.” In Proc., XXIII Conf. of the Italian Association of Theoretical and Applied Mechanics, Salerno, 301–308. Salerno, Italy: Scopus.
Barenblatt, G. I. 1987. Dimensional analysis. Boca Raton, FL: CRC Press.
Bazzucchi, F., A. Manuello, and A. Carpinteri. 2017. “Instability load evaluation of shallow imperfection-sensitive structures by form and interaction parameters.” Eur. J. Mech. A Solids 66 (Jun): 201–211. https://doi.org/10.1016/j.euromechsol.2017.07.008.
Beltempo, A., G. Balduzzi, G. Alfano, and F. Auricchio. 2015. “Analytical derivation of a general 2D non-prismatic beam model based on the Hellinger-Reissner principle.” Eng. Struct. 101 (Oct): 88–98. https://doi.org/10.1016/j.engstruct.2015.06.020.
Bertolini, P., M. Eder, L. Taglialegne, and P. Valvo. 2019. “Stresses in constant tapered beams with thin-walled rectangular and circular cross sections.” Thin-Walled Struct. 137 (Apr): 527–540. https://doi.org/10.1016/j.tws.2019.01.008.
Biggs, M. 1975. “Constrained minimization using recursive quadratic programming.” In Towards global optimization, edited by L. C. W. Dixon and G. P. Szergo. Rome: Univ. of Cagliari. https://doi.org/10.1002/zamm.19790590220.
Biswal, A. R., T. Roy, and R. K. Behera. 2017. “Optimal vibration energy harvesting from non-prismatic axially functionally graded piezolaminated cantilever beam using genetic algorithm.” J. Intell. Mater. Syst. Struct. 28 (14): 1957–1976. https://doi.org/10.1177/1045389X16682842.
Boley, B. 1963. “On the accuracy of the Bernoulli-Euler theory for beams of variable section.” J. Appl. Mech. ASME 30 (3): 373–378. https://doi.org/10.1115/1.3636564.
Bournas, D. A., P. Negro, and F. F. Taucer. 2014. “Performance of industrial buildings during the Emilia earthquakes in northern Italy and recommendations for their strengthening.” Bull. Earthquake Eng. 12 (5): 2383–2404. https://doi.org/10.1007/s10518-013-9466-z.
Bruhns, O. T. 2003. Advanced mechanics of solids. Berlin: Springer.
BSI (British Standards Institute). 2002. Eurocode: Basis of structural design. EN 1990. London: BSI.
Bulte, C. 1992. “The differential equation of the deflection curve.” Int. J. Math. Educ. Sci. Technol. 23 (1): 51–63. https://doi.org/10.1080/0020739920230106.
Carpinteri, A. 2013. Structural mechanics fundamentals. Boca Raton, FL: Taylor & Francis.
Cazzani, A., M. Malagù, and E. Turco. 2016. “Isogeometric analysis of plane-curved beams.” Math. Mech. Solids 21 (5): 562–577. https://doi.org/10.1177/1081286514531265.
Colin, M., and A. MacRae. 1984. “Optimization of structural concrete beams.” J. Struct. Eng. 110 (7): 1573–1588. https://doi.org/10.1061/(ASCE)0733-9445(1984)110:7(1573).
Costa, E., P. Shepherd, J. Orr, T. Ibell, and R. Oval. 2020. “Automating concrete construction: Digital design of non-prismatic reinforced concrete beams.” In Proc., 2nd RILEM Int. Conf. on Concrete and Digital Fabrication: Digital Concrete 2020 2, 863–872. New York: Springer.
Cucuzza, R., M. M. Rosso, A. Aloisio, J. Melchiorre, M. L. Giudice, and G. C. Marano. 2022. “Size and shape optimization of a guyed mast structure under wind, ice and seismic loading.” Appl. Sci. 12 (10): 4875. https://doi.org/10.3390/app12104875.
Cucuzza, R., M. M. Rosso, and G. C. Marano. 2021. “Optimal preliminary design of variable section beams criterion.” SN Appl. Sci. 3 (8): 1–12. https://doi.org/10.1007/s42452-021-04702-5.
Daniūnas, A., and K. Urbonas. 2008. “Analysis of the steel frames with the semi-rigid beam-to-beam and beam-to-column knee joints under bending and axial forces.” Eng. Struct. 30 (11): 3114–3118. https://doi.org/10.1016/j.engstruct.2008.04.027.
De Biagi, V., B. Chiaia, G. C. Marano, A. Fiore, R. Greco, L. Sardone, R. Cucuzza, G. L. Cascella, M. Spinelli, and N. D. Lagaros. 2020. “Series solution of beams with variable cross-section.” Procedia Manuf. 44 (Jun): 489–496. https://doi.org/10.1016/j.promfg.2020.02.265.
Du, H., P. Zhao, Y. Wang, and W. Sun. 2022. “Seismic experimental assessment of beam-through beam-column connections for modular prefabricated steel moment frames.” J. Constr. Steel Res. 192 (May): 107208. https://doi.org/10.1016/j.jcsr.2022.107208.
El-Mezaini, N., C. Balkaya, and E. Çitipitiogˇlu. 1991. “Analysis of frames with nonprismatic members.” J. Struct. Eng. 117 (6): 1573–1592. https://doi.org/10.1061/(ASCE)0733-9445(1991)117:6(1573).
Fiore, A., G. C. Marano, C. Marti, and M. Molfetta. 2014. “On the fresh/hardened properties of cement composites incorporating rubber particles from recycled tires.” Adv. Civ. Eng. 2014 (Oct): 876158. https://doi.org/10.1155/2014/876158.
Fiore, A., G. Quaranta, G. C. Marano, and G. Monti. 2016. “Evolutionary polynomial regression–based statistical determination of the shear capacity equation for reinforced concrete beams without stirrups.” J. Comput. Civ. Eng. 30 (1): 04014111. https://doi.org/10.1061/(ASCE)CP.1943-5487.0000450.
Gere, J. M., and S. Timoshenko. 1997. Mechanics of materials. Boston: PWS Publishing Company.
Gregori, A., C. Castoro, G. C. Marano, and R. Greco. 2019. “Strength reduction factor of concrete with recycled rubber aggregates from tires.” J. Mater. Civ. Eng. 31 (8): 04019146. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002783.
Han, S.-P. 1977. “A globally convergent method for nonlinear programming.” J. Optim. Theory Appl. 22 (3): 297–309. https://doi.org/10.1007/BF00932858.
Hughes, T. J., J. A. Cottrell, and Y. Bazilevs. 2005. “Isogeometric analysis: CAD, finite elements, NURBS, exact geometry and mesh refinement.” Comput. Methods Appl. Mech. Eng. 194 (39–41): 4135–4195. https://doi.org/10.1016/j.cma.2004.10.008.
Katsikadelis, J. T., and G. Tsiatas. 2003. “Large deflection analysis of beams with variable stiffness.” Acta Mech. 164 (1): 1–13. https://doi.org/10.1007/s00707-003-0015-8.
Kaveh, A., M. Kabir, and M. Bohlool. 2020. “Optimum design of three-dimensional steel frames with prismatic and non-prismatic elements.” Eng. Comput. 36 (3): 1011–1027. https://doi.org/10.1007/s00366-019-00746-9.
Kaveh, A., L. Mottaghi, and A. Izadifard. 2022a. “Parametric study: Cost optimization of non-prismatic reinforced concrete box girder bridges with different number of cells.” Iran Univ. Sci. Technol. 12 (1): 1–14.
Kaveh, A., L. Mottaghi, and R. Izadifard. 2021. “An integrated method for sustainable performance-based optimal seismic design of RC frames with non-prismatic beams.” Sci. Iran. 28 (5): 2596–2612.
Kaveh, A., L. Mottaghi, and R. A. Izadifard. 2022b. “Sustainable design of reinforced concrete frames with non-prismatic beams.” Eng. Comput. 38 (Feb): 69–86. https://doi.org/10.1007/s00366-020-01045-4.
Kozy, B., and S. Tunstall. 2007. “Stability analysis and bracing for system buckling in twin I-girder bridges.” Bridge Struct. 3 (3–4): 149–163. https://doi.org/10.1080/15732480701520196.
Li, P., J. Qi, J. Wang, H. Wei, X. Bai, and F. Qiu. 2016. “An SQP method combined with gradient sampling for small-signal stability constrained OPF.” IEEE Trans. Power Syst. 32 (3): 2372–2381. https://doi.org/10.1109/TPWRS.2016.2598266.
Luévanos-Rojas, A., S. López-Chavarría, M. Medina-Elizondo, and V. V. Kalashnikov. 2020. “Optimal design of reinforced concrete beams for rectangular sections with straight haunches.” Rev. de la Constr. 19 (1): 90–102. https://doi.org/10.7764/rdlc.19.1.90-102.
Magnucki, K., E. Magnucka-Blandzi, S. Milecki, D. Goliwas, and L. Wittenbeck. 2021. “Free flexural vibrations of homogeneous beams with symmetrically variable depths.” Acta Mech. 232 (11): 4309–4324. https://doi.org/10.1007/s00707-021-03053-x.
Maki, A., and E. W. Kuenzi. 1965. Vol. 34 of Deflection and stresses of tapered wood beams. Madison, WI: US Forest Products Laboratory.
Marano, G. C., and G. Quaranta. 2010. “A new possibilistic reliability index definition.” Acta Mech. 210 (3–4): 291–303. https://doi.org/10.1007/s00707-009-0194-z.
McKinstray, R., J. B. Lim, T. T. Tanyimboh, D. T. Phan, and W. Sha. 2016. “Comparison of optimal designs of steel portal frames including topological asymmetry considering rolled, fabricated and tapered sections.” Eng. Struct. 111 (Aug): 505–524. https://doi.org/10.1016/j.engstruct.2015.12.028.
Medwadowski, S. J. 1984. “Nonprismatic shear beams.” J. Struct. Eng. 110 (5): 1067–1082. https://doi.org/10.1061/(ASCE)0733-9445(1984)110:5(1067).
Mercuri, V. 2018. “Form and structural optimization: From beam modeling to 3d printing reinforced concrete members.” Ph.D. thesis, Dept. of Civil Engineering and Architecture, Università degli Studi di Pavia.
Mercuri, V., G. Balduzzi, D. Asprone, and F. Auricchio. 2020. “Structural analysis of non-prismatic beams: Critical issues, accurate stress recovery, and analytical definition of the finite element (FE) stiffness matrix.” Eng. Struct. 213 (Aug): 110252. https://doi.org/10.1016/j.engstruct.2020.110252.
Muteb, H. H., and M. S. Shaker. 2017. “Strength of non-prismatic composite self-compacting concrete.” In Proc., 2017 World Congress on Advances in Structural Engineering and Mechanics (ASEM17), 1–110. Seoul, Korea: Techno-Press.
NTC (Technical Standards for Construction). 2018. “Aggiornamento delle norme tecniche per le costruzioni.” In Gazz. Ufficiale Ser. Gen. Rome: Italian Ministry of Infrastructure and Transport.
Oden, J. 1981. Mechanics of elastic structures. New York: McGraw-Hill.
Paglietti, A., and G. Carta. 2009. “Remarks on the current theory of shear strength of variable depth beams.” Open Civ. Eng. J. 3 (1): 28–33. https://doi.org/10.2174/1874149500903010028.
Piegl, L., and W. Tiller. 1996. The NURBS book. New York: Springer.
Plevris, V. 2009. “Innovative computational techniques for the optimum structural design considering uncertainties.” Ph.D. thesis, Institute of Structural Analysis and Anti-seismic Research, School of Civil Engineering, National Technical Univ. of Athens.
Plevris, V. 2012. Structural seismic design optimization and earthquake engineering: Formulations and applications: Formulations and applications. Hershey, PA: IGI Global.
Powell, M. J. 1978. “The convergence of variable metric methods for nonlinearly constrained optimization calculations.” In Nonlinear programming 3, 27–63. Amsterdam, Netherlands: Elsevier.
Powell, M. J. 2006. “A fast algorithm for nonlinearly constrained optimization calculations.” In Proc., Biennial Conf. Held at Dundee, Numerical Analysis, June 28–July 1, 1977, 144–157. New York: Springer.
Rao, S. S. 2019. Engineering optimization: Theory and practice. New York: Wiley.
Rath, D., A. Ahlawat, and A. Ramaswamy. 1999. “Shape optimization of RC flexural members.” J. Struct. Eng. 125 (12): 1439–1446. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:12(1439).
Resende, M. G., R. Martí, and P. Pardalos. 2017. Handbook of heuristics. Berlin: Springer.
Romano, F. 1996. “Deflections of Timoshenko beam with varying cross-section.” Int. J. Mech. Sci. 38 (8–9): 1017–1035. https://doi.org/10.1016/0020-7403(95)00092-5.
Rosso, M. M., R. Cucuzza, A. Aloisio, and G. C. Marano. 2022. “Enhanced multi-strategy particle swarm optimization for constrained problems with an evolutionary-strategies-based unfeasible local search operator.” Appl. Sci. 12 (5): 2285. https://doi.org/10.3390/app12052285.
Rosso, M. M., R. Cucuzza, F. Di Trapani, and G. C. Marano. 2021. “Nonpenalty machine learning constraint handling using PSO-SVM for structural optimization.” Adv. Civ. Eng. 2021 (Feb): 6617750. https://doi.org/10.1155/2021/6617750.
Sardone, L., R. Greco, A. Fiore, C. Moccia, D. De Tommasi, and N. D. Lagaros. 2020. “A preliminary study on a variable section beam through algorithm-aided design: A way to connect architectural shape and structural optimization.” Procedia Manuf. 44 (Jun): 497–504. https://doi.org/10.1016/j.promfg.2020.02.264.
Sarma, K. C., and H. Adeli. 1998. “Cost optimization of concrete structures.” J. Struct. Eng. 124 (5): 570–578. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:5(570).
Schittkowski, K. 1986. “Nlpql: A Fortran subroutine solving constrained nonlinear programming problems.” Ann. Oper. Res. 5 (1–4): 485–500. https://doi.org/10.1007/BF02739235.
Spillers, W. R., and K. M. MacBain. 2009. Structural optimization. New York: Springer.
Timoshenko, S. 1956a. Strength of materials—Part I elementary theory and problems. 3rd ed. Princeton, NJ: D. Van Nostrand.
Timoshenko, S. 1956b. Strength of materials—Part II advanced theory and problems. 3rd ed. Princeton, NJ: D. Van Nostrand.
Timoshenko, S. P., and J. N. Goodier. 1934. Theory of elasticity. New York: McGraw-Hill.
Tuominen, P., and T. Jaako. 1992. “Generation of beam elements using the finite difference method.” Comput. Struct. 44 (1–2): 223–227. https://doi.org/10.1016/0045-7949(92)90241-Q.
Veenendaal, D. 2008. Evolutionary optimization of fabric formed structural elements: Bridging the gap between computational optimization and manufacturability. Delft, Netherlands: Delft Univ. of Technology.
Veenendaal, D., J. Coenders, J. Vambersky, and M. West. 2011. “Design and optimization of fabric-formed beams and trusses: Evolutionary algorithms and form-finding.” Struct. Concr. 12 (4): 241–254. https://doi.org/10.1002/suco.201100020.
Vilar, M., D. Hadjiloizi, P. Khaneh Masjedi, and P. Weaver. 2022. “Stress recovery of laminated non-prismatic beams under layerwise traction and body forces.” Int. J. Mech. Mater. Des. 18 (3): 719–741. https://doi.org/10.1007/s10999-022-09601-0.
Virgin, L., R. Wiebe, S. Spottswood, and T. Eason. 2014. “Sensitivity in the structural behavior of shallow arches.” Int. J. Non Linear Mech. 58 (Aug): 212–221. https://doi.org/10.1016/j.ijnonlinmec.2013.10.003.
Wang, Z., A. S. Suiker, H. Hofmeyer, T. van Hooff, and B. Blocken. 2021. “Sequentially coupled shape and topology optimization for 2.5 d and 3d beam models.” Acta Mech. 232 (4): 1683–1708. https://doi.org/10.1007/s00707-020-02930-1.
Yang, J., J. Xia, Z. Zhang, Y. Zou, Z. Wang, and J. Zhou. 2022. “Experimental and numerical investigations on the mechanical behavior of reinforced concrete arches strengthened with UHPC subjected to asymmetric load.” In Vol. 39 of Structures, 1158–1175. Amsterdam, Netherlands: Elsevier.
Yavari, M. S., G. Du, C. Pacoste, and R. Karoumi. 2017. “Environmental impact optimization of reinforced concrete slab frame bridges.” J. Civ. Eng. Archit. 11 (4): 313–324. https://doi.org/10.17265/1934-7359/2017.04.001.
Zhou, M., X. Shang, M. F. Hassanein, and L. Zhou. 2019. “The differences in the mechanical performance of prismatic and non-prismatic beams with corrugated steel webs: A comparative research.” Thin-Walled Struct. 141 (May): 402–410. https://doi.org/10.1016/j.tws.2019.04.049.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 150Issue 1January 2024

History

Received: Feb 17, 2023
Accepted: Aug 17, 2023
Published online: Oct 18, 2023
Published in print: Jan 1, 2024
Discussion open until: Mar 18, 2024

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Valerio De Biagi
Associate Professor, Dept. of Structural, Geotechnical and Building Engineering (DISEG), Politecnico di Torino, Corso Duca degli Abruzzi, 24, Turin 10129, Italy.
Anna Reggio
Associate Professor, Dept. of Structural, Geotechnical and Building Engineering (DISEG), Politecnico di Torino, Corso Duca degli Abruzzi, 24, Turin 10129, Italy.
Ph.D. Candidate, Dept. of Structural, Geotechnical and Building Engineering (DISEG), Politecnico di Torino, Corso Duca degli Abruzzi, 24, Turin 10129, Italy (corresponding author). ORCID: https://orcid.org/0000-0002-9098-4132. Email: [email protected]
Laura Sardone, Ph.D.
Dept. of Civil Engineering and Architecture, Politecnico di Bari, Via Edoardo Orabona, 4, Bari 70126, Italy.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share