Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Wei-feng Bai"'
Publikováno v:
International Journal of Damage Mechanics. 31:1420-1447
Damage evolution in concrete after high temperature is a complicated procedure, in which the pre-peak strain hardening behaviour, the post-peak strain softening behaviour and the impact of high temperature play key roles. Uniaxial and biaxial compres
Publikováno v:
Applied Mechanics and Materials. :1325-1328
A kind of crack with similar characteristics has been discovered on the upstream surface of super-high arch dam. In this paper, the reason of cracking was analyzed by the three-dimensional finite element method. It is found that the stress concentrat
Publikováno v:
Applied Mechanics and Materials. :183-186
Based on the statistical damage theory and the experimental phenomena, the statistical damage constitutive model for concrete under biaxial tension is proposed. The two meso-scale damage modes, rupture and yield are considered, and the whole damage e
Publikováno v:
Applied Mechanics and Materials. :1320-1324
In this paper, the crack stability and crack propagation regularity of the upstream surface of super-high arch dam along the water-stop structure were analyzed in the framework of fracture mechanics. According to fracture toughness of dam concrete, t
Publikováno v:
China Journal of Chinese Materia Medica.
To investigate the effects of Corydalis Rhizoma and L-tetrahydropalma-tine (L-THP) on the levels of dopamine neurotransmitter (DA), dopamine transporter (DAT) and the second dopamine receptor (D2R) in learning and memory-related brain areas, hippocam
Publikováno v:
Zhong yao cai = Zhongyaocai = Journal of Chinese medicinal materials. 38(12)
To investigate the protective mechanism of Corydalis yanhuso and L-THP in morphine-dependent gastrointestinal injury rats.180 male rats were randomly divided into nine groups, 20 rats for each group: saline group (N), model group (M), NS treatment gr
Publikováno v:
Applied Mechanics and Materials. 238:46-50
The damage and failure mechanism of quasi-brittle materials is the most fundamental research topic in Damage Mechanics. In this paper, the mesoscopic damage mechanism of concrete under uniaxial tension was discussed. The rupture and yield damage mode
Publikováno v:
Journal of Central South University of Technology. 17:1079-1086
In order to numerically simulate the failure process of rock and concrete under uniaxial tension, an improved method of selecting the mechanical properties of materials was presented for the random mechanic parameter model based on the mesoscopic dam
Publikováno v:
Journal of Central South University of Technology. 16:669-676
Based on the parallel bar system, combining with the synergetic method, the catastrophe theory and the acoustic emission test, a new motivated statistical damage model for quasi-brittle solid was developed. Taking concrete for instances, the rational
Optimal Calculation Method of Eccentric Bearing Capacity of Concrete-Filled Steel Tube Short Columns
Publikováno v:
Applied Mechanics and Materials. 238:666-668
The currently formulae with many coefficients are too complicated to calculate the bearing capacity of concrete-filled steel tube (CFST) short columns. In this paper, an optimal calculation method was proposed for calculating the eccentric bearing ca