Behavior of hollow glass microsphere aggregate concrete composite short columns with 3D-printed permanent formwork under axial load
Huai Liang Wang, Huai Wang, Yingjie Xu, Hao Gong et autres
cn (code pays fourni par la source)
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Huai Liang Wang, Huai Wang, Yingjie Xu, Hao Gong et autres
cn (code pays fourni par la source)
This paper provides a brief introduction of endochronic damage constitutive model and studies the application of endochronic damage constitutive model in cracking analysis of mass concrete. This paper proved the model is feasible in cracking analysis of mass concrete and it is …
cn (code pays fourni par la source)
Experiments of two graded-aggregates concrete used for RCC arch dam are conducted. The experiment includes three states: direct shear state, compressive-compressive-shear state and tensile-compressive-shear state. Comparison and analysis of the deformation characteristics of body specimens and layer specimens are carried out. Influences …
cn (code pays fourni par la source)
Considering the true mechanical states of roller compacted gravity and arch dams, the strength experiments of the roller compacted concrete (RCC) specimens with two graded-aggregates made from a high arch dam are carried out. These specimens are of three kinds: body specimens, …
cn (code pays fourni par la source)
The attenuation of ultrasonic pulse velocity in various sized concrete specimens under uniaxial compression loading is tested. Tests were conducted on prisms of 25×25×50 cm fabricated with dam concrete(maximum aggregate of 80mm),and standard 15×15×30 cm prisms,10×10×20 cm prisms which were made with …
cn (code pays fourni par la source)
Study on the dynamic behavior of concrete is important, for the sake of seismic design and safety evaluation of mass concrete structures, such as concrete dams, nuclear reactors and so on. There have been a lot of uniaxial strength experiment data of …
cn (code pays fourni par la source)
Based on the fundamental test data and the mesoscopic approach, a rigid body spring model is developed for simulation of the behavior of large aggregate concrete subjected to uniaxial or multiaxial load. Firstly, the concrete is treated as a three-phase inhomogeneous system; …
cn (code pays fourni par la source)
An experimental program was conducted to investigate the effect of elevated temperatures on bond between reinforcing steel and concrete. By regressing the pullout test data, simple empirical models were proposed to predict the percentage reduction in bond strength accounted for effects of …
cn (code pays fourni par la source)
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