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SAFETY AGAINST FRACTURE OF BLOCK JOINTS WELDED WITH LARGE GAPS IN SHIPBUILDING

机译:船体大间隙焊接拼缝的安全性

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The welding of block joints in shipbuilding often creates much effort as the fabrication without margins leads sometimes to large gaps between them. Unfavourable may be the high stresses occurring due to constraints. For this reason a research project was performed to investigate whether butt joints welded with larger gaps fulfill the requirements. The objective was the proof of sufficient strength of welds performed with gaps of up to 30 mm. For this purpose, butt joints of 250 mm wide and 15 mm thick plates of mild and higher-tensile steel, welded with different gaps, were investigated with respect to their fracture toughness and fracture strength. The welding was performed under definite constraints corresponding to the stiffness of the surrounding ship structure. Apart from the width of the gap, further parameters were varied, among others the welding method (string-bead, weaving technique). The fracture mechanics investigations in the preliminary part of the project included extensive hardness measurements and tensile tests of the parent and weld metal. Within the main part, crack resistance curves (CTOD) were determined for several variants using small-scale specimens. The safety against fracture of the butt joints was investigated experimentally by tensile tests of the butt-welded plates containing artificial defects. The verification was performed with the FITNET procedure (options 1, 2 and 3) using the obtained fracture toughness parameters from the small-scale specimens. From the fracture mechanics point of view, no objections exist regarding the large gap of 30 mm welded by weaving. The tensile tests as well as the FITNET procedure even showed a positive effect of the large gap with regard to the material properties of the weld metal. However, the results for the string-bead technique are critical with respect to the CTOD values as well as to the critical crack lengths. Generally it can be stated that the FITNET assessment shows a quite good agreement with the test results and can evaluate effects of the welding method on the safety against fracture.
机译:在造船业中,拼缝的焊接通常会付出很多努力,因为无边距的制造有时会导致它们之间的缝隙很大。不利的可能是由于约束而产生的高应力。因此,进行了一项研究项目,以调查以较大间隙焊接的对接接头是否满足要求。目的是证明在间隙最大为30 mm的情况下具有足够的焊接强度。为此目的,研究了250 mm宽,15 mm厚的软钢和高强度钢板的对接接头,这些对接接头的断裂韧性和断裂强度均经过研究,并采用不同的间隙进行焊接。焊接是在与周围船体结构刚度相对应的确定约束下进行的。除了间隙的宽度外,其他参数也有所变化,其中包括焊接方法(串珠,编织技术)。该项目初期的断裂力学研究包括广泛的硬度测量以及母材和焊缝金属的拉伸测试。在主要部分中,使用小规模标本确定了几种变体的抗裂曲线(CTOD)。通过对包含人工缺陷的对接焊缝板的拉伸试验,通过实验研究了对接缝断裂的安全性。验证是使用FITNET程序(选项1、2和3)进行的,使用的是从小型试样中获得的断裂韧性参数。从断裂力学的观点来看,对于编织编织的30mm的大间隙没有异议。拉伸试验以及FITNET程序甚至显示出大间隙对焊缝金属材料性能的积极影响。但是,串珠技术的结果对于CTOD值以及临界裂纹长度至关重要。通常可以说,FITNET评估与测试结果显示出非常好的一致性,并且可以评估焊接方法对断裂安全性的影响。

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