Tensile strength of Q345 steel with random pitting corrosion based on numerical analysis

2020 ◽  
Vol 148 ◽  
pp. 106579 ◽  
Author(s):  
Zhongwei Zhao ◽  
Hongwei Zhang ◽  
Lina Xian ◽  
Haiqing Liu
Author(s):  
Tatsuro Nakai ◽  
Hisao Matsushita ◽  
Norio Yamamoto

The objective of this study is to obtain basic data for discussing the structural integrity of aged ships, especially hold frames of aged bulk carriers. Firstly, shapes of corrosion pits observed on hold frames of bulk carriers have been investigated. It was shown that the shape of the corrosion pits is a circular cone and the ratio of the diameter to the depth is in the range between 8 to 1 and 10 to 1. Secondly, a series of tensile tests has been conducted to investigate the effect of pitting corrosion on tensile strength. It was pointed out that the tensile strength decreases gradually and the total elongation decreases drastically with the increase of thickness loss due to pitting corrosion. Thirdly, a series of 4-point bend tests with structural models which consist of shell, web and face plates simulating hold frames of bulk carriers has been carried out to investigate the effect of pitting corrosion on collapse behavior and lateral-distortional buckling behavior. Following the experiment, a series of non-linear FE-analyses has been also made. In the case where tensile load acted on the face plate, cracks were initiated at the bottom of the pits when pitting concentrated on the web near the face plate. On the other hand in the case where compression load acted on the face plate, lateral-distortional buckling has been observed and the ultimate load of the structural models where pitting developed regularly on the web was found to be almost the same as that of the structural models where the web has uniform corrosion corresponding to the average thickness loss.


China Foundry ◽  
2019 ◽  
Vol 16 (6) ◽  
pp. 406-413 ◽  
Author(s):  
Yun-dong Ji ◽  
Zi-han Liu ◽  
Kai-dong Zheng ◽  
Jia-bo Li ◽  
Hai-xiao Hu ◽  
...  

Polymers ◽  
2020 ◽  
Vol 12 (11) ◽  
pp. 2704
Author(s):  
Kicheol Lee ◽  
Dongwook Kim ◽  
Soon-Wook Choi ◽  
Soo-Ho Chang ◽  
Tae-Ho Kang ◽  
...  

Waterproof membranes have higher initial strength, faster construction, and better waterproofing than conventional sheet membranes. In addition, their polymer constituents have much higher interfacial adhesion and tensile strength than those of conventional materials. However, despite their advantages, waterproof membranes are not widely used in civil construction. This study evaluates the material properties and interface parameters of a waterproof membrane by considering the results of laboratory experiments and numerical analysis. Since the contact behavior of a membrane at its interface with shotcrete is important for understanding the mechanism of the support it offers known as a shotcrete tunnel lining, modeling should adopt appropriate contact conditions. The numerical analysis identifies the suitability and contact conditions of the waterproof membrane in various conditions.


2005 ◽  
Vol 2005.11 (0) ◽  
pp. 385-386
Author(s):  
Tatsuro NAKAI ◽  
Hisao MATSUSHITA ◽  
Norio YAMAMOTO

2014 ◽  
Vol 488-489 ◽  
pp. 346-349
Author(s):  
Min Zhao ◽  
Wei Ping Cao

3D Soil arching has an important influence on the bearing and deformation characteristics of piled reinforced embankments. The effect of the embankment height, pile-cap clear spacing, cohesion and internal friction angle of the embankment fill on pile efficacy was analyzed by numerical method in this paper. The results indicate that the pile efficacy increases gradually during embankment filling and remains nearly unchanged at the end of embankment filling. The ratio of the embankment height to pile-cap clear spacing greatly influence the pile efficacy. The bigger the ratio, the bigger the pile efficacy. The internal friction angle of the fill material also has somewhat influence while the tensile strength of horizontal reinforcement and cohesion of the embankment fill have little effect on the pile efficacy.


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