Abstract
Forum papers are thought-provoking opinion pieces or essays founded in fact, sometimes containing speculation, on a civil engineering topic of general interest and relevance to the readership of the journal. The views expressed in this Forum article do not necessarily reflect the views of ASCE or the Editorial Board of the journal.
Get full access to this article
View all available purchase options and get full access to this article.
References
Baker, A. L. L. (1956). Ultimate load theory applied to the design of reinforced and prestressed concrete frames, Concrete Publications, London.
Balmer, G. G. (1949). “Shear strength of concrete under high triaxial stress—Computation of Mohr’s envelope as a curve.”, Dept. of the Interior Bureau of Reclamation, Denver.
Benmokrane, B., Chaallal, O., and Masmoudi, R. (1996). “Flexural response of concrete beams reinforced with FRP reinforcing bars.” ACI Struct. J., 91(2), 46–55.
Bigaj, A., and Walrave, J. (2002). “Size effects in plastic hinges of reinforced concrete members.” Heron, 47(1), 53–75.
Bischoff, P. H. (2005). “Re-evaluation of deflection prediction for concrete beams reinforced with steel and fiber-reinforced polymer bars.” J. Struct. Eng., 752–767.
Branson, D. E. (1977). Deformation of concrete structures, McGraw-Hill, New York.
Brown, N., Chen, J. F., and Ooi, J. Y. (2014). “A bond model for DEM simulation of cementitious materials and deformable structures.” Granular Matter, 16(3), 299–311.
Carpinteri, A., Corrado, M., Paggi, M., and Mancini, G. (2009). “New model for the analysis of size-scale effects on the ductility of reinforced concrete elements in bending.” J. Eng. Mech., 221–229.
Chen, G. M., Chen, J. F., and Teng, J. G. (2012). “On the finite element modelling of RC beams shear-strengthened with FRP.” Constr. Build. Mater., 32(7), 13–26.
Chen, G. M., Teng, J. G., and Chen, J. F. (2011). “Finite element modeling of intermediate crack debonding in FRP-plated RC beams.” J. Compos. Constr., 339–353.
Chen, G. M., Teng, J. G., Chen, J. F., and Xiao, X. G. (2015). “Finite element modeling of debonding failures in FRP-strengthened RC beams: A dynamic approach.” Comput. Struct., 158, 167–183.
Chen, J. F., and Teng, J. G. (2001). “Anchorage strength models for FRP and steel plates bonded to concrete.” J. Struct. Eng., 784–791.
Chen, J. F., Yuan, H., and Teng, J. G. (2007). “Debonding failure along a softening FRP-to-concrete interface between two adjacent cracks in concrete members.” Eng. Struct., 29(2), 259–270.
Chen, Y., Visintin, P., Oehlers, D., and Alengaram, U. (2014). “Size-dependent stress-strain model for unconfined concrete.” J. Struct. Eng., .
Chen, Y., Visintin, P., and Oehlers, D. J. (2015a). “Concrete shear-friction material properties: Derivation from actively confined compression cylinder tests.” Adv. Struct. Eng., 18(8), 1173–1186.
Chen, Y., Zhang, T., Visintin, P., and Oehlers, D. J. (2015b). “Concrete shear-friction material properties: Application to shear capacity of RC beams of all sizes.” Adv. Struct. Eng., 18(8), 1187–1198.
Ciampi, V., Eligehausen, R., Vitelmo, B. V., and Popov, E. P. (1982). “Analytical model for deformed bar bond under generalized excitations.”, Earthquake Engineering Research Center, Univ. of California, Berkeley, CA.
Cusson, D., and Paultre, P. (1995). “Stress strain model for confined high-strength concrete.” J. Struct. Eng., 468–477.
Eligehausen, R., Popov, E. P., and Bertero, V. V. (1983). “Local bond stress-slip relationships of deformed bars under generalized excitations.”, Earthquake Engineering Research Center, Univ. of California, Berkeley, CA.
Feng, Q., Visintin, P., and Oehlers, D. J. (2015a). “Deterioration of bond-slip due to corrosion of steel reinforcement in reinforced concrete.” Mag. Concr. Res., 65(15), 768–781.
Feng, Q., Visintin, P., and Oehlers, D. J. (2015b). “Quantifying through mechanics the effect of steel reinforcement corrosion on the flexural capacity of RC beams.”, Univ. of Adelaide, Adelaide, Australia.
fib-CEB-FIP (Fédération Internationale du Beton). (2010). “Model code 2010—Volume 1.” Bulletin 65, fib, Lausanne, Switzerland.
Gupta, A. K., and Maestrini, S. R. (1990). “Tension stiffening model for reinforced concrete bars.” J. Struct. Eng., 769–790.
Harries, K. A., Zeno, G., and Shahrooz, B. (2012). “Toward an improved understanding of shear-friction behavior.” ACI Struct. J., 109(6), 835–844.
Hasan, N. M. S., Visintin, P., and Oehlers, D. J. (2015). “Mechanics of simulating non-linear shrinkage in RC beams.”, Univ. of Adelaide, Adelaide, Australia.
Haskett, M., Oehlers, D. J., and Ali, M. M. (2008). “Local and global bond characteristics of steel reinforcing bars.” Eng. Struct., 30(2), 376–383.
Haskett, M., Oehlers, D. J., and Ali, M. M. (2010a). “Design for moment redistribution in RC beams retrofitted with steel plates.” Adv. Struct. Eng., 13(2), 379–391.
Haskett, M., Oehlers, D. J., Ali, M. M., and Sharma, K. (2010b). “The shear friction aggregate interlock resistance across sliding planes in concrete.” Mag. Concr. Res., 62(12), 907–924.
Haskett, M., Oehlers, D. J., Mohamed Ali, M. S., and Sharma, S. K. (2011). “Evaluating the shear-friction resistance across sliding planes in concrete.” Eng. Struct., 33(4), 1357–1364.
Haskett, M., Oehlers, D. J., Mohamed Ali, M. S., and Wu, C. (2009). “Yield penetration hinge rotation in reinforced concrete beams.” J. Struct. Eng., 130–138.
Knight, D., Visintin, P., Oehlers, D., and Jumaat, M. (2013). “Incorporating residual strains in the flexural rigidity of RC members with varying degrees of prestress and cracking.” Adv. Struct. Eng., 16(10), 1701–1718.
Knight, D., Visintin, P., and Oehlers, D. J. (2015). “Displacement based simulation of time dependent behaviour of RC beams with prestressed FRP or steel tendons.” Struct. Concr., 16(3), 406–417.
Knight, D., Visintin, P., Oehlers, D. J., and Ali, M. M. (2014a). “Simulating RC beams with unbonded FRP and steel prestressing tendons.” Compos. Part B. Eng., 60, 392–399.
Knight, D., Visintin, P., Oehlers, D. J., and Mohamed Ali, M. S. (2014b). “Short-term partial-interaction behavior of RC beams with prestressed FRP and steel.” J. Compos. Constr., .
Li, X. Q., Chen, J. F., Lu, Y., and Yang, Z. J. (2015). “Modelling static and dynamic FRP-concrete bond behaviour using a local concrete damage model.” Adv. Struct. Eng., 18(1), 45–58.
Liu, I. S. T., Oehlers, D. J., and Seracino, R. (2007). “Study of intermediate crack debonding in adhesively plated beams.” J. Compos. Constr., 175–183.
Lu, X. Z., Teng, J. G., Ye, L. P., and Jiang, J. J. (2005). “Bond-slip models for FRP sheets/plates bonded to concrete.” Eng. Struct., 27(6), 920–937.
Lucas, W., Oehlers, D. J., and Ali, M. (2011). “Formulation of a shear resistance mechanism for inclined cracks in RC beams.” J. Struct. Eng., 1480–1488.
Lucas, W., Oehlers, D. J., Ali, M. M., and Griffith, M. C. (2012). “The FRP reinforced shear-friction mechanism.” Adv. Struct. Eng., 15(4), 615–624.
Marti, P., Alvarez, M., Kaufmann, W., and Sigrist, V. (1998). “Tension chord model for structural concrete.” Struct. Eng. Int., 8(4), 287–298.
Mattock, A. H. (2001). “Shear friction and high-strength concrete.” ACI Struct. J., 98(1), 50–59.
Muhamad, R., Ali, M. M., Oehlers, D., and Sheikh, A. H. (2011). “Load-slip relationship of tension reinforcement in reinforced concrete members.” Eng. Struct., 33(4), 1098–1106.
Muhamad, R., Mohamed Ali, M. S., Oehlers, D., and Griffith, M. (2012). “The tension stiffening mechanism in reinforced concrete prisms.” Adv. Struct. Eng., 15(12), 2053–2070.
Oehlers, D. J. (2010). “The hunt for the elusive concept.” Adv. Struct. Eng., 13(5), 755–772.
Oehlers, D. J., Campbell, L., Haskett, M., Antram, P., and Byrne, R. (2006). “Moment redistribution in RC beams retrofitted by longitudinal plating.” Adv. Struct. Eng., 9(2), 257–264.
Oehlers, D. J., Haskett, M., Ali, M. M., and Griffith, M. C. (2010). “Moment redistribution in reinforced concrete beams.” Proc. ICE-Struct. Build., 163(3), 165–176.
Oehlers, D. J., Haskett, M., Mohamed Ali, M. S., Lucas, W., and Muhamad, R. (2011). “Our obsession with curvature in reinforced concrete modelling.” Adv. Struct. Eng., 14(3), 391–404.
Oehlers, D. J., Mohamed Ali, M. S., Griffith, M. C., Haskett, M., and Lucas, W. (2012). “A generic unified reinforced concrete model.” Proc. ICE Struct. Build., 165(1), 27–49.
Oehlers, D. J., Visintin, P., Chen, J. F., and Ibell, I. J. (2014a). “Simulating reinforced concrete members. Part 1: Partial interaction properties.” Proc. Inst. Civ. Eng. Struct. Build., 167(11), 646–653.
Oehlers, D. J., Visintin, P., Chen, J. F., and Ibell, I. J. (2014b). “Simulating reinforced concrete members. Part 2: Displacement based analyses.” Proc. Inst. Civ. Eng. Struct. Build., 167(12), 718–727.
Oehlers, D. J., Visintin, P., and Lucas, W. (2015b). “Flexural strength and ductility of FRP-plated RC beams: Fundamental mechanics incorporating local and global IC debonding.” J. Compos. Constr., 20(2), 04015046.
Oehlers, D. J., Visintin, P., and Lucas, W. D. (2015a). “Fundamental mechanics governing FRP retrofitted RC beams with anchored and prestressed FRP plates.” J. Compos. Constr., .
Panagiatakos, T. B., and Fardis, M. N. (2001). “Deformations of reinforced concrete members at yielding and ultimate.” ACI Struct. J., 98(2), 135–148.
Paulay, T., and Loeber, P. J. (1974). “Shear transfer by aggregate interlock.” ACI Spec. Publ., 42, 1–16.
Priestly, M. J. N., and Park, R. (1987). “Strength and ductility of concrete bridge column under seismic loading.” ACI Struct. J., 84(S8), 61–76.
Sawyer, H. A. (1964). “Design of reinforced concrete frames for two failure states.” Proc., Int. Symp. on the Flexural Mechanics of Reinforced Concrete, ASCE-ACI, Miami.
Seracino, R., Raizal Saifulnaz, M. R., and Oehlers, D. J. (2007). “Generic debonding resistance of EB and NSM plate-to-concrete joints.” J. Compos. Constr., 62–70.
Tao, Y., and Chen, J. F. (2015). “Concrete damage plasticity model for modelling FRP-to-concrete bond behavior.” J. Compos. Constr., .
Teng, J. G., and Yao, J. (2007). “Plate end debonding in FRP-plated RC beams. II: Strength model.” Eng. Struct., 29(10), 2472–2486.
Van Mier, J. G. M., and Man, H. K. (2008). “Some notes on microcracking, softening, localization, and size effects.” Int. J. Damage Mech., 18(3), 283–309.
Visintin, P., Chen, Y., and Oehlers, D. (2015a). “Size dependent axial and lateral stress strain relationships for actively confined concrete.” Adv. Struct. Eng., 18(1), 1–20.
Visintin, P., Chen, Y., and Oehlers, D. J. (2015b). “Simulating the behavior of FRP-confined cylinders using the shear-friction mechanism.” J. Compos. Constr., .
Visintin, P., Oehlers, D., Haskett, M., and Wu, C. (2013a). “Mechanics-based hinge analysis for reinforced concrete columns.” J. Struct. Eng., 1973–1980.
Visintin, P., and Oehlers, D. J. (2014). “Mechanics solutions for quantifying ductility and moment redistribution at all load levels.” 23rd Australasian Conf. on the Mechanics of Structures and Materials, Byron Bay, NSW, Australia.
Visintin, P., and Oehlers, D. J. (2016a). “Mechanics closed form solutions for moment redistribution of RC beams.” Struct. Concr., 17(3), 377–389.
Visintin, P., and Oehlers, D. J. (2016b). “Mechanics solutions for serviceability deflections and crack widths in RC beams.” Proc., Institution of Civil Engineers-Structures and Buildings, 169(12), 912–924.
Visintin, P., Oehlers, D. J., and Haskett, M. (2013b). “Partial-interaction time dependent behaviour of reinforced concrete beams.” Eng. Struct., 49, 408–420.
Visintin, P., Oehlers, D. J., Muhamad, R., and Wu, C. (2013c). “Partial-interaction short term serviceability deflection of RC beams.” Eng. Struct., 56, 993–1006.
Visintin, P., Oehlers, D. J., Wu, C., and Griffith, M. C. (2012a). “The reinforcement contribution to the cyclic behaviour of reinforced concrete beam hinges.” Earthquake Eng. Struct. Dyn., 41(12), 1591–1608.
Visintin, P., Oehlers, D. J., Wu, C., and Haskett, M. (2012b). “A mechanics solution for hinges in RC beams with multiple cracks.” Eng. Struct., 36, 61–69.
Walraven, J. C., and Reinhardt, H. W. (1981). “Theory and experiments on the mechanical behaviour of cracks in plain and reinforced concrete subjected to shear loading.” HERON, 26(1A), 1–68.
Yang, Z. J., and Chen, J. F. (2005). “Finite element modelling of multiple cohesive discrete crack propagation in reinforced concrete beams.” Eng. Fract. Mech., 72(14), 2280–2297.
Yang, Z. J., Chen, J. F., and Proverbs, D. (2003). “Finite element modelling of concrete cover separation failure in FRP plated RC beams.” Constr. Build. Mater., 17(1), 3–13.
Yankelevsky, D. Z., Jabareen, M., and Abutbul, A. D. (2008). “One-dimensional analysis of tension stiffening in reinforced concrete with discrete cracks.” Eng. Struct., 30(1), 206–217.
Yuan, H., Teng, J. G., Seracino, R., Wu, Z. S., and Yao, J. (2004). “Full-range behavior of FRP-to-concrete bonded joints.” Eng. Struct., 26(5), 553–565.
Zhang, T., Oehlers, D. J., and Visintin, P. (2014a). “Shear strength of FRP RC beams and one-way slabs without stirrups.” J. Compos. Constr., .
Zhang, T., Visintin, P., and Oehlers, D. J. (2015). “Shear strength of RC beams with steel stirrups.” J. Struct. Eng., .
Zhang, T., Visintin, P., and Oehlers, D. J. (2016). “Partial interaction tension stiffening models for numerical simulations.” Adv. Struct. Eng. (in press).
Zhang, T., Visintin, P., Oehlers, D. J., and Griffith, M. C. (2014d). “Presliding shear failure in prestressed RC beams. I: Partial-Interaction mechanism.” J. Struct. Eng., 140(10), .
Zhang, T., Visintin, P., Oehlers, D. J., and Griffith, M. C. (2014b). “Presliding shear failure in prestressed RC beams. II: Behavior.” J. Struct. Eng., 140(10), .
Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 143 • Issue 7 • July 2017
Copyright
©2017 American Society of Civil Engineers.
History
Received: Feb 22, 2016
Accepted: Nov 29, 2016
Published online: Feb 27, 2017
Published in print: Jul 1, 2017
Discussion open until: Jul 27, 2017
Authors
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.