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Relating Corroded Seven-Strand, Posttensioned Cable Cross-Sectional Properties to Load Capacity
Published 2016-01-01“…Multistrand anchors have seen widespread use, providing strength and stability at hydraulic Corps facilities. However, these steel tendons are subject to strength reduction as an effect of corrosion. …”
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Experimental Study on Mineral Solid Waste Green Grouting Material Based on Electromagnetic Characteristic Detection
Published 2022-01-01“…The results showed that the resistivity and strength were related to the ratios of the water content to the modified phosphogypsum; the percentages of cement content in the total amount of modified phosphogypsum and marble powder; the percentages of marble powder in the modified phosphogypsum; the percentages of steel fiber content in the phosphogypsum; and the fineness of the marble powder. …”
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Comparison of fracture toughness values of normal and high strength concrete determined by three point bend and modified disk-shaped compact tension specimens
Published 2017-09-01“…The modified compact tension test is not proper for quasi-brittle materials due to its complicated shape (steel-concrete interface), but it is easily extracted from drill core and we do not need large amount of material for obtaining fracture properties as we need for e.g. three- or four- point bend test. …”
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Numerical analysis of repaired wall loss defect pipelines for optimum composite wrap thickness
Published 2022-12-01“…A nonlinear explicit FE code with constitutive models for metallic steel and composite material to failure modelling was used. …”
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Experimental Investigation and Load Capacity of Slender Cold-Formed Lipped Channel Sections with Holes in Compression
Published 2021-01-01“…The use of cold-formed steel (CFS) channels with circular or rectangular web holes is becoming increasingly popular in building structures. …”
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A Novel Cold-Mixed Epoxy Concrete and Its Comparison with Hot-Mixed Epoxy Asphalt Concrete
Published 2022-01-01“…A novel cold-mix epoxy (CME) concrete was developed to meet the urgent demand of quick maintenance in long-span steel deck pavement. Considering that the CME is a thermosetting resin, a differential scanning calorimeter (DSC) was employed to evaluate the curing behavior of the CME binder. …”
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