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Many of the principal concepts that underpin current metallic structural design codes were developed on the basis of bilinear (elastic, perfectly-plastic) material behaviour; such material behaviour lends itself to the concept of section classification. The continuous strength method represents an alternative treatment to cross-section classification, which is based on a continuous relationship between slenderness and (inelastic) local buckling and a rational exploitation of strain hardening. The development and application of the continuous strength method to structural steel design is described herein. Materials that exhibit a high degree of nonlinearity and strain hardening, such as aluminium, stainless steel and some high-strength steels, fit less appropriately into the framework of cross-section classification, and generally benefit to a greater extent from the continuous strength method. The method provides better agreement with test results in comparison to existing design codes, and offers increases in member resistance and a reduction in scatter of the prediction. An additional benefit of the proposed approach is that cross-section deformation capacity is explicitly determined in the calculations, thus enabling a more sophisticated and informed assessment of ductility supply and demand. Further developments to the method are under way.
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No abstract is provided for this article.
No abstract is provided for this article.
Advanced structural analysis is commonly carried out using finite element models constructed using beam elements. Beam elements are incapable of capturing the effects of local buckling. However, disregarding local buckling can lead to overestimations of system strengths leading to unsafe design. In traditional design approaches, time-consuming semi-empirical design calculations are carried out on individual members. However, with improvements in computational power and advances in software, system-level advanced analysis is now viable for widespread use in design. A proposal is made herein, in which strain limits, defined by the Continuous Strength Method, are applied to simulate local buckling in beam element models, thereby controlling the extent to which spread of plasticity, moment redistribution and strain hardening can be exploited. Strains are averaged over a finite length of member to reflect the fact that local buckling requires a finite length over which to develop and to allow for local moment gradient effects. The paper includes a numerical assessment of the proposed method for design at member level, with both I-sections and hollow sections considered. Comparisons against current design methods confirm the significant benefits of the proposed approach. Application of the approach is particularly appropriate for stainless steel structures due to the high material value and the complexities presented by the nonlinear material stress-strain response for traditional design treatments.
Although endothelial cell (EC)-dependent relaxation has been described in most mammals, there have been no detailed reports of its existence in humans. Consequently, we evaluated human pulmonary artery segments taken from uninvolved regions of resected lung from 11 patients. EC removal did not significantly alter relaxation to vasoactive intestinal peptide (VIP). However, relaxation to acetylcholine (ACh) was observed only in segments with EC. Preincubation with either 1 microM propranolol or 10 microM indomethacin failed to block relaxation, but the addition of either 30 microM quinacrine hydrochloride or 100 microM nordihydroguaiaretic acid prevented it entirely. EC-dependent relaxation to ATP was also demonstrated. These data demonstrate that EC-dependent relaxation occurs in human pulmonary arteries. Neither beta-adrenergic pathways nor prostaglandin intermediaries are utilized. An oxidized breakdown product of arachidonic or some other fatty acid from EC phospholipid appears to be involved. These data suggest that interactions between endothelium and smooth muscle may be important in modulating tone in the vessel wall and that damage to the endothelium may play a role in the development of pulmonary hypertension in humans.
Stainless steel is gaining increasing usage in the construction industry and tubular members represent the most widely used structural component. Cold-formed square, rectangular and circular hollow sections are readily available in stainless steel, and more recently, oval hollow sections have been introduced. Oval hollow sections are not currently included in structural design codes, neither for carbon steel nor stainless steel. This paper describes recent tests and finite element modelling performed on stainless steel oval hollow sections in compression and bending. A total of six stub column tests, six in-plane bending tests and eight column buckling tests are reported. Tests have been performed about both the major and minor axes. The results of the tests have been analysed and comparisons have been made with the structural performance of hot-rolled carbon steel elliptical hollow sections. Design rules including cross-section slenderness limits and a column buckling curve have been proposed, and progress towards the development of comprehensive design rules for stainless steel oval hollow sections is reported.