首页> 外文期刊>Engineering Structures >Testing, numerical modelling and design of stainless steel welded I-sections under minor-axis combined loading
【24h】

Testing, numerical modelling and design of stainless steel welded I-sections under minor-axis combined loading

机译:轻轴组合载荷下不锈钢焊接I段的测试,数值建模和设计

获取原文
获取原文并翻译 | 示例

摘要

This paper reports a comprehensive experimental and numerical investigation into the cross-section behaviour and resistances of stainless steel welded I-sections under combined compression and minor-axis bending moment. A testing programme was firstly conducted, including initial local geometric imperfection measurements and minor-axis eccentric compression tests on ten stainless steel welded I-section stub column specimens. Following the testing programme, a numerical modelling programme was performed, where finite element models were developed to simulate the test observations and then used to conduct parametric studies to generate further numerical data over a wide range of cross-section dimensions and loading combinations. Based on the obtained test and numerical data, the accuracy of the design interaction curves, as given in the current European code and American design guide, for stainless steel welded I-sections under minor-axis combined loading was evaluated. The evaluation results generally indicated that the codified design interaction curves lead to unduly conservative cross-section resistance predictions, mainly owing to the conservative end points, which are calculated without considering material strain hardening. Finally, improved design interaction curves were proposed through adopting (i) more accurate end points, which are calculated with rational exploitation of material strain hardening by continuous strength method and (ii) more proper shapes, which allow for better representation of the interaction. The proposed design interaction curves were shown to result in substantially more accurate and consistent resistance predictions for stainless steel welded I-sections under compression and minor-axis bending moment than their codified counterparts. The reliability of the new design interaction curves was confirmed by means of statistical analyses.
机译:本文报告了在组合压缩和次轴弯矩下的不锈钢焊接I段的横截面行为和电阻的综合实验和数值研究。首先进行了测试程序,包括初始局部几何缺陷测量和10个不锈钢焊接I型截面柱样本上的次轴偏心压缩测试。在测试程序之后,执行数值建模程序,其中开发了有限元模型以模拟测试观察,然后用于进行参数研究以在各种横截面尺寸和装载组合中产生进一步的数值数据。基于所获得的测试和数值数据,评估了当前欧洲代码和美国设计指南中的设计相互作用曲线的精度,用于在少轴组合载荷下的不锈钢焊接I段。评估结果通常表明,编纂的设计相互作用曲线导致过度保守的横截面阻力预测,主要是由于保守的终点,这是在不考虑材料应变硬化的情况下计算的。最后,通过采用(i)更精确的终点来提出改进的设计相互作用曲线,该终点由连续强度法和(ii)更适当的形状,以合理的材料应变硬化,其允许更好地表示相互作用。所提出的设计相互作用曲线显示出在压缩和次轴弯曲瞬间下的不锈钢焊接I段的基本更准确和一致的阻力预测而不是编纂的对应物。通过统计分析确认了新设计相互作用曲线的可靠性。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号