- Concrete Corrosion and Durability
- Concrete and Cement Materials Research
- Corrosion Behavior and Inhibition
- Geotechnical Engineering and Underground Structures
- Structural Behavior of Reinforced Concrete
- Innovative concrete reinforcement materials
- Molecular Biology Techniques and Applications
- Grouting, Rheology, and Soil Mechanics
- Structural Response to Dynamic Loads
- Drilling and Well Engineering
- Concrete Properties and Behavior
- Plant-Derived Bioactive Compounds
- Biological Stains and Phytochemicals
Shanxi University
2023
Dalian University of Technology
2018-2021
This study aimed to determine the effect of brazilin on invasion and metastasis breast cancer. The cancer MDA-MB-231 4T1 cells were treated with investigate proliferation using cell assay, wound healing transwell assay. BALB/C mice randomized into normal, model, positive control, Sappan L. extract groups (n = 6/group). injected via caudal veins establish a lung model subcutaneous injection xenograft model. Metastatic nodules surface, survival rates visceral indices evaluated. Subcutaneous...
Rebar corrosion is a main cause affecting the durability and safety of reinforced concrete structures. Many mathematical models (empirical analytical models) have been proposed to predict corrosion-induced cracking cover over recent decades. These differences in many aspects, such as constitutive laws for cracked concrete. However, each them claimed that it could well agree with test data. This may be due fact small amount data were used verify their models. Besides, there are uncertain...
Evaluation of the concrete cracking induced by rebar corrosion is necessary for accurately clarifying durability and predicting service life reinforced (RC) structures. The fact that rust penetration into cracks might decrease expansion has been realized but not sufficiently investigated. In this paper, a numerical approach in terms mesoscopic structure used to simulate corrosion-induced cracking, lattice network model account developed assuming movement driven moisture convection. total...
Abstract Cracking of concrete induced by rebar corrosion is a main cause for deterioration reinforced structures especially those exposed to chloride environment. In all the parameters influencing service life structures, water‐to‐cement ratio very important one it determines resistance against aggression and corrosion‐induced damage. this paper, in process influenced ( w / c ) are screened all‐round which include tensile strength f t , elastic modulus E porous zone thickness δ 0 current...
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