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- W2894655513 abstract "The curve geometry in structures constitutes the tool for their optimization, since for designing a modern and cost consuming arch structure is necessary to decrease the material used, whereas the frame structure can simultaneously attain a sufficient flexure capacity. This is possible by transforming all stresses inside the structure material to mainly compression ones exhausting them to the compressive strength of the constituent material. The experimental results obtained in this paper concern cement mortar arches under external bending with variously distributed loadings. The results revealed that the failure ultimate capacity of thin arches attain values close to those prevailed for axial compression strength of mortar used. In addition, numerical simulation by non-linear analysis using finite shell elements verified well the experimental findings for these cement curved frames." @default.
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- W2894655513 date "2018-01-01" @default.
- W2894655513 modified "2023-09-29" @default.
- W2894655513 title "Experimental investigation and numerical simulation of curved frame structures" @default.
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- W2894655513 doi "https://doi.org/10.1016/j.prostr.2018.09.022" @default.
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