By Elena Phipps
From antiquity to the current day, colour has been embedded with cultural which means. linked to blood, hearth, fertility, and lifestyles strength, the colour pink has constantly been super tough to accomplish and therefore hugely prized. This publication discusses the foundation of the pink colorant derived from the insect cochineal, its early use in Precolumbian ritual textiles from Mexico and Peru, and the unfold of the yank dyestuff via cultural interchange following the Spanish discovery and conquest of the hot global within the sixteenth century. Drawing on examples from the collections of the Metropolitan Museum, it files using this red-colored treasure in numerous media and during the international.
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Additional resources for Cochineal Red: The Art History of a Color (Metropolitan Museum of Art)
22, one could see the proportion of the damages in these two locations. In the photo of the elevation (view) of the bridge (see Fig. 23), the deformed and upwards bent span to the left can be seen (compare the deformation with the mechanism in Fig. 26). As the continuous girder system was two times statically indeterminate, the bridge was able to withstand the formation of the two hinges. The girder system now became statically determinate, with the right part (1) holding up the centre part (2), which in its turn was holding up the left part (3) (Fig.
Where the edges are fixed to stiffeners) are having the following typical distribution over the plate width (Fig. 19). The compressive residual stresses in the central part will be added to the externally applied load, which will result in a lower critical buckling stress (relative to the classical buckling theory). e. no major difference between plates having different magnitude of residual stresses). e. deviations from an ideally flat plate) – the critical buckling stress is lowered, but the maximum load-carrying capacity is more or less unaffected.
9). Even if the compact flanges take the major part of the bending moment, the walls do contribute to some extent, which make them also subjected to normal stresses that can be a local buckling risk. The closely spaced T-profiles (610 mm), together with the chosen wall plate thickness, are, however, a sufficient barrier against normal stress buckling, even if horizontal stiffeners are the normal choice today. In a box-girder bridge, having a cross-section depth of over nine meters, the expected wavelength of a horizontal buckle (in the post-critical range) in the compression zone would be several meters long (approximately 2/3 of the depth, given that the web is unstiffened).
Cochineal Red: The Art History of a Color (Metropolitan Museum of Art) by Elena Phipps