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Titlebook: Reinforced Concrete Design; W. H. Mosley,J. H. Bungey Textbook 1987Latest edition Macmillan Publishers Limited 1987 concrete.design.reinfo

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W. H. Mosley,J. H. Bungeyrn, three overarching ways of framing public discourses, each based on a different understanding of human nature and social reality, are posited. The first two, the . and the ., can be understood as hegemonic frames that perpetuate social conflict and injustice. The third frame, the ., is offered as
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W. H. Mosley,J. H. Bungeyas investigated. Based on the experimental results, 5 mm dia. carbide tool and 0.1 mm step-down size were recommended to optimize SPIF of these narrow channels. The effects of the different part features and their interactions with SPIF forming parameters on part formability and deviations are prese
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W. H. Mosley,J. H. Bungeyning the strain loading paths and fracture loci across a wide range of forming conditions, ranging from plane strain to pure shear. The fracture forming limit (FFL) line, the shear fracture forming limit (SFFL) line and the transition region between these two lines are similar to those recently publ
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W. H. Mosley,J. H. Bungeyp to large strains are determined from single-phase tensile experiments using digital image correlation. The final hole expansion test shows that the Mohr–Coulomb ductile fracture criterion is more suitable to model ductile fracture in metal forming proc
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W. H. Mosley,J. H. Bungeyd version of the CAP questionnaire has been used to carry out the survey in those countries that had not been involved before in the CAP survey. Altogether 19 countries are covered by the CAP project and an additional seven European countries are covered by EUROAC..
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