Abstract
Textile-reinforced concrete (TRC) is a new high performance cementitious composite material, which not only has superior corrosion resistance but also can effectively limit the development of concrete cracks and make the crack width and spacing of concrete become smaller. However, due to the brittle feature of fiber materials, the TRC structural member has no distinct failure symptom when it arrives at its ultimate load. At the same time, ordinary reinforced concrete (RC) elements have large dead weight and can not efficiently restrict the expansion of the main crack of structures because of the restriction of their special cover thickness. In order to overcome the disadvantages of both the TRC and the RC, a new architecture reinforced with textile- combined steel is proposed in this study, making full use of the advantages of the above two structures. The cover concrete at the tension zone of an RC element is partially replaced with TRC and thus the steel reinforcements replaced with textiles are subtracted. Compared with the old one, the new structure has less dead weight and has the merits of service safety and good durability. The flexural development process of the proper beam with this new structure is investigated in this paper and based on the plane section assumption, analytical equations are derived by using nonlinear analysis theory, including the load-carrying capacity at different stages and moment-curvature relationship and mid-span deflection during the entire loading process. Comparison between the calculated and the experimental results reveals satisfactory agreement and thus verifies the feasibility of the equations.
Similar content being viewed by others
References
Guo Z H. Principle of Reinforced Concrete (in Chinese). Beijing: Tsinghua University Press, 1999. 211–236
Feng N Q, Gu Q X, Hao T Y. Cracks and Countermeasures in Concrete Structure (in Chinese). Beijing: China Machine Press, 2006. 1–12
Zhang X. Control Techniques of Cracking in Concrete Structure (in Chinese). Beijing: Chemical industry Press, 2007. 11–16
Jin W L, Zhao Y X. Durability of Concrete Structures (in Chinese). Beijing: Science Press, 2002. 93–97
Feng N Q, Xing F. Durability of Concrete and Concrete Structures (in Chinese). Beijing: China Machine Press, 2009. 60–65
Wang T M. Control of Cracking in Engineering Structure and Principle of “Resist and Release’ for Alternative Bay Construction Method Cracking Control of Super Long Mass Concrete (in Chinese). Beijing: China Architecture and Building Press, 2007. 24–27
Yang Q G. Investigation on the new composite reinforced concrete structure based on fracture mechanics concept (in Chinese). Dissertation of Master Degree. Chongqing: Chongqing Jiaotong University, 2002. 3–10
Leonhard B E, Chang P. Potential gains through welded wire fabric reinforcement. ASCE J Constr Eng Manage, 1992, 118(2): 244–257
Mansur M A. Crack width in concrete members reinforced with welded wire fabric. ACI Struct J, 1991, 88(2): 147–154
Perry A, Joost V L. Side-face reinforcement for flexural and diagonal cracking in large concrete beams. ACI Struct J, 1999, 96(5): 693–704
Wang T C, Li Y Y, Rong X. Test for bending behavior of reinforced concrete beams with 500 MPa steel bar (in Chinese). J Tianjin Univ, 2007, 40(5): 507–511
Li Z H, Su X Z. Calculation method of crack width in reinforced concrete beams with skin reinforcement (in Chinese). J Southeast Univ, 2009, 39(1): 112–116
Nassif H H, Najm H. Experimental and analytical investigation of ferrocement-concrete composite beams. Cement Concrete Comp, 2004, 26(7): 787–796
Al-Kubaisy M A, Jumaat M Z. Flexural behavior of reinforced concrete slabs with ferrocement tension zone cover. Constr Build Mater, 2000, 14(5): 245–252
Zhu J, Zhao G F, Li S E. Experimental research on flexural behavior of PFOC slabs (in Chinese). J Dalian Univ Tech, 2008, 48(4): 536–540
Zhu J, Zhao G F, Li S E, et al. Experimental investigation into flexural behavior of steel fiber-reinforced ferroconcrete T-shape beam (in Chinese). J South China Univ Tech, 2008, 36(1): 117–127
Jesse F, Will N, Curbach M, et al. Loading-Bearing Behavior of Textile-Reinforced Concrete. Technical Report, ACI SP250. 2008
Hegger J, Will N, Bruckermann O, et al. Loading-bearing behavior and simulation of textile-reinforced concrete. Mater Struct, 2006, 39(8): 765–776
Bruckner A, Ortlepp R, Curbach M. Textile reinforced concrete for strengthening in bending and shear. Mater Struct, 2006, 39(8): 741–748
Bruckner A, Ortlepp R, Curbach M. Anchoring of shear strengthening for T-beams made of textile reinforced concrete (TRC). Mater Struct, 2008, 41(2): 407–418
Peled A. Confinement of damaged and non-damaged structural concrete with FRP and TRC sleeves. ASCE J Comp Constr, 2007, 11(5): 514–522
Papanicolaou C G, Triantafillou T C, Karlos K, et al. Textile- reinforced mortar (TRM) versus FRP as strengthening material of URM walls: In-plane cyclic loading. Mater Struct, 2007, 40(10): 1081–1097
Jesse F, Weiland S, Curbach M. Flexural Strengthening of RC Structures with Textile-reinforced Concrete. Technical Report, ACI SP250. 2008
Guo Z H. Concrete Strength and Constitutive Relation—Principles and Applications (in Chinese). Beijing: China Architecture and Building Press, 2004. 119–134
Xu S L, Krüger M, Reinhardt H W, et al. Bond characteristics of carbon, alkali-resistant glass and aramid textiles in mortar. ASCE J Mater Civil Eng, 2004, 16(4): 356–364
Xun Y, Sun W, Reinhardt H W, et al. Experiment on the interface bonding performance of carbon textile reinforced concrete sheets (in Chinese). J Southeast Univ, 2005, 35(4): 593–97
Raupach M, Orlowsky J, Büttner T, et al. Epoxy-impregnated textiles in concrete-Load bearing capacity and durability. In: Hegger J, Brameshuber W, Will N, eds. Textile Reinforced Concrete. Paris: RILEM Publication SARL, 2006. 77–88
Bösche A, Jesse F, Ortlepp R, et al. Textile-reinforced Concrete for Flexural Strengthening of RC-structures-Part 1: Structural Behavior and Design Model. Technical Report, ACI SP251. 2008
GB50010-2002. Code for Design of Concrete Structure (in Chinese). Beijing: China Architecture and Building Press, 2002. 12–19
Lv X L, Jin G F, Wu X H. Theory and Application of Non-linear Finite Element of Reinforced Concrete Structures (in Chinese). Shanghai: Tongji University Press, 1997. 13–15
Ma S Z. Non-liner finite element analysis and deformability calculation of reinforced concrete beams. Dissertation of Master Degree. Changsha: Hunan University, 2008. 10–15
Xu S L, Li Q H. Theoretical analysis on bending behavior of functionally graded composite beam crack-controlled by ultrahigh toughness cementitious composites. Sci China Ser E-Tech Sci, 2009, 39(6): 363–378
Xu S L, Zhang X F. Theoretical analysis and experimental investigation on flexural performance of steel reinforced ultrahigh toughness cementitious composite RUHTCC beams. Sci China Ser E- Tech Sci, 2009, 52(4): 1068–1089
Long Y Q, Bao S H. Structural Mechanics (in Chinese). 2nd ed. Beijing: Higher Education Press, 1994. 216–219
Author information
Authors and Affiliations
Corresponding author
Additional information
Support from the Key Program of the National Natural Science Foundation of China (Grant No. 50438010).
Rights and permissions
About this article
Cite this article
Xu, S., Yin, S. Analytical theory of flexural behavior of concrete beam reinforced with textile-combined steel. Sci. China Technol. Sci. 53, 1700–1710 (2010). https://doi.org/10.1007/s11431-010-3063-z
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11431-010-3063-z