Material properties and residual stresses of Q690 high strength steel press-braked elliptical hollow sections: Experimental investigation and numerical modelling

IF 4 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
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Abstract

This paper presents an extensive experimental and numerical studies on the material properties and residual stresses distributions of Q690 HSS cold-formed EHS made from HSS plate with a nominal yield strength of 690 MPa to address the lack of information on the mechanical characteristics of these sections. A total of five Q690 HSS press-braked EHS were fabricated with 3 mm, 6 mm and 10 mm thick steel plates with transverse bending and longitudinal welding. The material properties were acquired by conducting tensile coupon tests with coupon specimens extracting from the critical regions within the cross-sections and from the parent plates as well. In addition, the membrane and bending residual stresses in the longitudinal direction were measured on half-section profile of representative EHS specimens. Sectioning method was utilised to manufacture the testing strips with a total of 71 strips cut by a wire-cutting machine and over 852 strain readings were recorded. In conjunction with the experimental tests, an integrated sequentially-coupled thermomechanical analysis was conducted by developing an advanced finite element (FE) model of manufacturing press-braked EHS specimen. The transverse bending was simulated with three-dimensional models underwent extensive plastic deformation to obtain the bending residual stress after press-braking and springback. The longitudinal welding was simulated using solid element and the technique of birth and death element was used to simulate the multi-passes welding and molten of welding electrode. Consequently, explicit residual stresses distributions in longitudinal direction against the perimeter due to the transverse bending and welding were ascertained. The experimental and numerical data were used to demonstrate and discuss the magnitudes and distribution patterns of the residual stresses. A predictive model for residual stress distribution within the Q690 HSS press-braked EHS was developed and proposed.
Q690 高强度钢压坯椭圆空心截面的材料特性和残余应力:实验研究与数值建模
本文对名义屈服强度为 690 兆帕的 Q690 高速钢冷弯 EHS 的材料特性和残余应力分布进行了广泛的实验和数值研究,以解决这些截面的机械特性信息缺乏的问题。通过横向弯曲和纵向焊接,用 3 毫米、6 毫米和 10 毫米厚的钢板制造了五种 Q690 高速钢压弯 EHS。材料特性是通过拉伸试样测试获得的,试样从横截面内的关键区域和母板上提取。此外,还对代表性 EHS 试样的半截剖面测量了纵向的膜残余应力和弯曲残余应力。采用切片法制造测试条,线切割机共切割了 71 条测试条,记录了超过 852 个应变读数。在进行实验测试的同时,通过开发制造压制 EHS 试样的先进有限元 (FE) 模型,进行了综合的顺序耦合热力学分析。横向弯曲是通过三维模型模拟的,该模型经历了广泛的塑性变形,以获得压制和回弹后的弯曲残余应力。纵向焊接采用实体元素进行模拟,并利用生灭元素技术模拟多道焊接和焊条熔化。因此,确定了横向弯曲和焊接导致的纵向残余应力与周长的明确分布。实验和数值数据用于证明和讨论残余应力的大小和分布模式。开发并提出了 Q690 高速钢压弯 EHS 内部残余应力分布的预测模型。
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来源期刊
Journal of Constructional Steel Research
Journal of Constructional Steel Research 工程技术-工程:土木
CiteScore
7.90
自引率
19.50%
发文量
550
审稿时长
46 days
期刊介绍: The Journal of Constructional Steel Research provides an international forum for the presentation and discussion of the latest developments in structural steel research and their applications. It is aimed not only at researchers but also at those likely to be most affected by research results, i.e. designers and fabricators. Original papers of a high standard dealing with all aspects of steel research including theoretical and experimental research on elements, assemblages, connection and material properties are considered for publication.
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