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摘要

钢结构和复合结构传统上是通过强度计算来设计的。另一种方法是考虑变形能力。基于变形的设计可以更准确地考虑塑性的扩散,并允许以系统的方式考虑应变硬化。重要的是,还可以评估结构在极限状态下达到所需设计能力所需的变形水平。在复合材料结构中,基于变形的设计可以更严格地评估结构系统的强度发展,同时考虑到组成材料之间的相容性。本文介绍了基于变形的连续强度法在钢材和复合材料设计中的最新进展。对试验和数值模拟所得的承载力与用连续强度法预测的承载力进行了比较。此外,还提出了今后就此主题开展工作的建议。
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Deformation based design of steel and composite structural elements
Steel and composite structures are traditionally designed through strength based calculations. An alternative approach is to consider deformation capacity. Deformation based design enables a more accurate allowance to be made for the spread of plasticity and allows strain hardening to be considered in a systematic manner. Importantly, the level of deformation required by the structure at ultimate limit state to reach the required design capacity can also be assessed. In composite construction, deformation based design enables a more rigorous assessment to be made of the development of strength in the structural system taking due account of the compatibility between the constituent materials. In this paper, recent developments to the deformation based continuous strength method for steel and composite design are described. Comparisons of capacities obtained from experiments and numerical simulations with those predicted using the continuous strength method are presented and discussed. Recommendations for future work on this topic are also set out.
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