Identyfikatory
Warianty tytułu
Języki publikacji
Abstrakty
The fracture and fragmentation of concrete under static and dynamic loads are studied. The uniaxial compressive strength test is employed to study the concrete behavior under static loads while the split Hopkinson pressure bar is used to study the dynamic behavior of the concrete under static loads. The theories for acquiring the stress, strain and strain rate of the concrete in the dynamic test by Hopkinson pressure bar has been introduced. The fracture patterns of the concrete in the uniaxial compressive test have been obtained and the static concrete compressive strengths have been calculated. The fracture patterns of the concrete in the uniaxial compressive test have been obtained and the static concrete compressive strengths have been calculated. The fracture and fragmentation of the specimen under dynamic loads have been acquired and the stress-strain curves of concrete under various impact loads are obtained. The stress-strain curve indicates a typical brittle material failure process which includes existing micro-fracture closure stage, linear-elastic stage, nonlinear-elastic stage, and post-failure stages. The influence of the loading rate for the compressive strength of the concrete has compared. Compared with the concrete under static loads, the dynamic loads can produce more fractures and fragments. The concrete strength is influenced by the strain rate and the strength increases almost linearly with the increase of the strain rate.
Czasopismo
Rocznik
Tom
Strony
427--441
Opis fizyczny
Bibliogr. 10 poz., il., tab.
Twórcy
autor
- Kunming University of Science and Technology, Faculty of Land Resource Engineering, Kunming, China
autor
- Kunming University of Science and Technology, Faculty of Public Security and Emergency Management, Kunming, China
Bibliografia
- 1. Liu, H., Y. Kang, and P. Lin, Hybrid finite-discrete element modeling of geomaterials fracture and fragment muck-piling. International Journal of Geotechnical Engineering, 2013.
- 2. Zhao, J., Applicability of Mohr-Coulomb and Hoek–Brown strength criteria to the dynamic strength of brittle rock. International Journal of Rock Mechanics and Mining Sciences, 2000. 37(7): p. 1115-1121.
- 3. Zhang, Z., et al., Effects of loading rate on rock fracture: fracture characteristics and energy partitioning. International Journal of Rock Mechanics and Mining Sciences, 2000. 37(5): p. 745-762.
- 4. Dai, F., et al., Some fundamental issues in dynamic compression and tension tests of rocks using split Hopkinson pressure bar. Rock mechanics and rock engineering, 2010. 43(6): p. 657-666.
- 5. Dai, F., et al., Determination of dynamic rock mode-I fracture parameters using cracked chevron notched semicircular bend specimen. Engineering fracture mechanics, 2011. 78(15): p. 2633-2644.
- 6. Eissa, E. and A. Kazi. Relation between static and dynamic Young's moduli of rocks. in International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts. 1988. Elsevier.
- 7. Mahanta, B., et al., Effects of strain rate on fracture toughness and energy release rate of gas shales. Engineering Geology, 2017. 218: p. 39-49.
- 8. Sukontasukkul, P., P. Nimityongskul, and S. Mindess, Effect of loading rate on damage of concrete. Cement and Concrete Research, 2004. 34(11): p. 2127-2134.
- 9. Zhang, Z., Laboratory studies of dynamic rock fracture and in-situ measurements of cutter forces for a boring machine. 2001.
- 10. Yin, Z., Dynamic compressive tests Gas-Containing Coal Using a Modified Split Hopkinson Pressure Bar System.2019
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-ba9ebc40-4cd9-4275-a815-c5b932ebfe4a