Cyclic deformation characteristics of S355 and S690 steels under different loading protocols

Abstract

Despite of excellent high strength to self-weight ratios of the S690 steels, when compared with the S355 steels, there is a widespread concern regarding the ductility of the S690 steels. It is generally considered that the ductility of the S690 steels is significantly lower than that of the S355 steels -this is the general understandings the authors attempt to investigate. This paper presents an experimental investigation into cyclic deformation characteristics of both S355 and S690 steels through low-cycle high-strain cyclic tests with two different loading protocols. A detailed account of the results of 32 cyclic tests on both the S355 and the S690 funnel-shaped coupons is presented. Effects of four different target strains and two different loading frequencies are also examined in details. For the ranges of loading protocols, strain amplitudes, and frequencies considered, the hysteretic responses of these coupons of the two steels are compared directly in terms of engineering stress-strain curves based on their nominal diameters. Microstructures of the fractured coupons of the two steels are also identified for comparison.Contrary to the general understandings, it is demonstrated that the high strength S690 steels do have a good ductility under both monotonic and cyclic actions. Moreover, depending on specific loading protocols and target strains, the cyclic deformation characteristics of the S690 steels are demonstrated to be superior to those of the S355 steels in terms of the number of cycles completed prior to failure and their corresponding energy dissipation characteristic under various target strains up to ±10.0%.The findings of this experimental investigation highlight the importance of establishing ductility requirements and cyclic deformation characteristics for the high strength S690 steels in accordance with specifically designed cyclic tests rather than relying solely on conventional monotonic tensile tests.

Monotonic and cyclic response of mild, stainless, and high‐strength steels, and their welded connections

“…Other researchers [9] report a competitive ductility of HSS, similar to that of mild carbon steel. High-strength steel has been suggested for use in the moment-resisting frames of dual systems [10] for economic design of nondissipative members and improved re-centring capability.…”

Pre‐fatigue damage on the mechanical properties of Q690D steel

“…The isotropic hardening component, as demonstrated in Figure 8A, is described with Equation (10), which describes the evolution of the yield surface size σ 0 with the equivalent plastic strain ε pl :…”

“…Jesus et al 9 compared the low-cycle fatigue (LCF) behavior of S355 and S690 high-strength steel. Chung et al [10][11][12][13] performed large strain amplitude cyclic tests on S690 and its weld sections. Lu et al 14 conducted a monotonic and cyclic loading experimental study on Q690GJ.…”

A Comparison Study of Fatigue Behavior of S355J2+N, S690QL and X37CrMoV5-1 Steel

“…Steel structural elements and constructions are frequently subjected to varying loads over their service (fatigue) lives [5,6]. Due to the nature of their sufficient qualities and inexpensive prices, structural steels S235 [7], S275 [8], and S355 [9,10] are the most extensively used steels for structural elements and constructions exposed to fatigue stress [11]. High-strength steel [12] is used in order to meet the requirements for light constructions with simple designs while having excellent structural performance.…”

“…The S-N curves proposed in the design regulations EN 1993-1-9 [13] and EN 13001-3-1 [14] do not reveal the exact material dependence; hence, the exact fatigue properties of different steel types must be determined. In general, the fatigue behavior of structural steels is well-understood and investigated by many researchers [9,10,15], but high-strength steels are still understudied, and determining their mechanical properties (fatigue) has become the particular focus of several researchers [16][17][18][19].…”