Abstract
At mesoscopic scale, the research proposed and established that concrete was a four-phase continuous and inhomogeneous composite material model consisting of coarse/fine aggregates, hydration products in cement, pores, and cracks. Under static and dynamic loads, micro-mechanics damage test simulation was based on the four-phase composite material model of concrete. The research’s content was concrete uniaxial compression test, three-point bending girder’s damage, and fracture under static and dynamic loads. The research found that the location of main crack in the beam shear was near the frailest part. The crack was along the bone and sand slurry’s combination, extending to the loading point direction and showing tortuosity. The crack extended surface was uneven, which was temporary deflection of the crack propagation direction due to the heterogeneity of concrete and aggregate distribution in it. The stress–strain curves of static and dynamic loads were similar, and the starting points of fracture initiation were basically identical. The stress wave in the specimen propagated back and forth many times, which led to the specimen fracture. Under the dynamic load, the elastic modulus of concrete was higher than that under the static load, and the numerical simulation results agreed with the experimental results. When the strain rate was less than a critical value, concrete strength increased slowly. When the strain rate was more than the value, concrete strength increased quickly. This research established five-layer, eight-layer, and 10-layer concrete frame structural models, which were simulated at the damage process of frame structure in strong earthquake. The study found that beam and column alternating failure belongs to the mixed collapse mechanism. The weaker the stiffness of foundation was, the earlier the failure time of lower floors was and the deeper the structural settlement was. The stronger the stiffness of foundation was, the earlier the failure point generated. The low floor failure of frame structure consumed a part of seismic energy, which reduced the effect of earthquake on upper frame structure partly.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Du, X.L., R.J. Tian, and Y.J. Peng. 2007. Application of homogenization on the uniaxial tension test for the numerical concrete. Journal of Shenyang Jian zhu University (Natural Science) 23 (5): 742–746.
Tang, X.W., and C.H. Zhang 2008. Simulation of meso-fracture for concrete based on the developed random aggregate model. Journal-Tsinghua University (Science & Technology), 48 (3): 348–352.
Tang, CH. A., and W. CH. Zhu, 2003. Concrete damage and fracture numerical test. Science Press.
Zhao, J.K., H.Q. Zhang, and S.H.J. Huang. 2016. Seismic response analysis of rural masonry building based on push-over. Journal of Nanjing Agricultural University 39 (2): 341–348.
Lin, G., J.B. Li, J. Zhao, et al. 2007. Mesoscopic numerical evolution analysis of concrete damage under uniaxial tension and compression. Journal of Architecture and Civil Engineering 24 (1): 1–6.
Wu, Z.M., W. Dong, and Q. Xu. 2009. Propagation criterion for mixed modeI-IIcrack propagation and numerical simulation of the whole propagation process. Journal of Hydraulic Engineering 40 (2): 180–187.
Trisha Sain, J.M., and K. Chandra. 2007. Energy-based equivalence between damage and fracture in concrete under fatigue. Engineering Fracture Mechanics 74: 2320–2333.
Song, Y.P. 2002. Constitutive relation and failure criterion of a variety of concrete materials. Beijing: China Water Conservancy and Hydropower Press.
Gokce, A., S. Nagataki, T. Sseki, et al. 2004. Freezing and thawing resistance of air-entrained concrete in-corporating recycled coarse aggregate: The role of air content in demolished concrete. Cement and Concrete Research 34 (5): 799–806.
Zhao, J.K. 2009. 3D meso-scale failure simulation of four-phase composite concrete. Journal of Civil, Architectural & Environmental Engineering 31 (4): 37–43.
Zhao, J.K., and J.J. Wen. 2013. Progressive failure process of rock excavation based on meso-mechanical method. Journal of Disaster Prevention and Mitigation Engineering 33 (3): 316–322.
Zhao, J.K., S.H.J. Huang, D. Wang, et al. 2015. Research on Rainfall-induced Debris Flows and Soil Particle Movement. Chinese Journal of Soil Science 46 (5): 1089–1095.
Sain, Trisha, and J.M. Chandra Kishen. 2007. Energy-based equivalence between damage and fracture in concrete under fatigue. Engineering Fracture Mechanics 74: 2320–2333.
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2018 Springer Science+Business Media Singapore
About this paper
Cite this paper
Zhao, Jk., Huang, Sj., Tao, Sz. (2018). Four-Phase Composite Material of Concrete Meso-Damage Dynamic Load Failure Test. In: Wang, W., Bengler, K., Jiang, X. (eds) Green Intelligent Transportation Systems. GITSS 2016. Lecture Notes in Electrical Engineering, vol 419. Springer, Singapore. https://doi.org/10.1007/978-981-10-3551-7_10
Download citation
DOI: https://doi.org/10.1007/978-981-10-3551-7_10
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-10-3550-0
Online ISBN: 978-981-10-3551-7
eBook Packages: EngineeringEngineering (R0)