Alloy Digest ◽  
2017 ◽  
Vol 66 (1) ◽  

Abstract XABO 355 (minimum yield strength of 355 MPa, or 51 ksi, for thicknesses up to 35 mm, or 1.4 in.) is a thermomechanically rolled structural steel. This datasheet applies to thermomechanically rolled flat plate products in thicknesses up to 60 mm (2.4 in.). This steel grade is distinguished by testing by notch-bar impact test to –20 deg C (-4 deg F) minimum. This datasheet provides information on composition, physical properties, elasticity, and tensile properties as well as fracture toughness. It also includes information on forming and joining. Filing Code: SA-777. Producer or source: ThyssenKrupp Steel Europe AG.


2021 ◽  
Vol 51 (5) ◽  
pp. 342-344
Author(s):  
S. G. Kuptsov ◽  
V. P. Pleshchev ◽  
R. S. Magomedova ◽  
E. A. Nikonenko ◽  
V. V. Shimov
Keyword(s):  

Alloy Digest ◽  
2008 ◽  
Vol 57 (6) ◽  

Abstract Domex 240 YP is a structural steel grade designed to have good forming characteristic, including cutting. This datasheet provides information on composition, physical properties, and tensile properties as well as fracture toughness. It also includes information on forming, heat treating, and joining. Filing Code: CS-150. Producer or source: SSAB Swedish Steel Inc.


Alloy Digest ◽  
2017 ◽  
Vol 66 (6) ◽  

Abstract XABO 500 (minimum yield strength of 500 MPa, or 73 ksi, for thicknesses up to 16 mm, or 0.6 in.) is a thermomechanically rolled structural steel. This datasheet applies to thermomechanically rolled flat plate products in thicknesses up to 60 mm (2.4 in.). This steel grade is distinguished by testing by notch-bar impact test to –20 deg C (-4 deg F) minimum. This datasheet provides information on composition, physical properties, elasticity, and tensile properties. It also includes information on forming and joining. Filing Code: SA-786. Producer or source: ThyssenKrupp Steel Europe AG.


Author(s):  
Thomas Reynolds

<p>The selection of a building superstructure framing is the result of many different factors. There are cost, constructability and physical constraints that govern a designer’s ability to utilize a particular material when laying out the framing for a new structure. The ability to achieve an architect’s and owners vision has to be woven into this decision-making process as well. The Krause Gateway Center in Des Moines Iowa</p><p>represented challenges that were not easily solved with one material or something previously seen in an office building. The plan layout, the extreme cantilevers and other geometric constraints demanded materials and options that are flexible and provide the opportunity to be built and modified in ways not</p><p>typically seen. Structural steel framing (after many rounds of test fits and studies of post tensioned concrete and other precast ides) was chosen for its ability to be built and designed to meet the needs of the building in ways other materials could not.</p>


2021 ◽  
Vol 1037 (1) ◽  
pp. 012030
Author(s):  
V G Efremenko ◽  
D S Zotov ◽  
V I Zurnadzhy ◽  
R A Kussa ◽  
V I Savenko ◽  
...  

2018 ◽  
Vol 10 (02) ◽  
pp. 1850015 ◽  
Author(s):  
Guanghui Zhao ◽  
Ju Li ◽  
Y. X. Zhang ◽  
Zheng Liang ◽  
Chunhui Yang

Five different cohesive zone models (CZMs), including bilinear, polynomial, trapezoidal, exponential, and PPR (Park–Paulino–Roesler) models, which are commonly used in simulating fracture failure of metallic materials, are evaluated in this paper. The cohesive parameters of these CZMs are determined by an inverse analysis based on the modified Levenberg–Marquardt method. A finite element (FE) model is developed by employing these CZMs and used to predict fracture behaviors of steel grade 120, which is frequently used for the tool joints of drill pipes. Tensile and fracture tests are conducted to determine material properties and fracture behaviors of the steel grade 120, and the fracture behavior obtained from the experiment is used to determine the CZM parameters and validate the FE model. It is found that the five CZMs, with the cohesive parameters determined by the inverse analysis, can be used to simulate the ductile fracture process of the steel, and that among the five CZMs, the exponential CZM provides the closest results to the experimental data.


2019 ◽  
Vol 91 (4) ◽  
Author(s):  
Artur Czupryński

The article presents the results of research on tribological properties of aluminum coatings, reinforced with particles of carbon nanotubes Nanocyl NC 7000 in quantities of 0.5 wt.% and 1 wt.% as well as carburite (elemental carbon) in an amount of 0.5 wt.%, flame-powder sprayed on a non-alloy structural steel grade S235J0 according to EN 10027-1.The coating properties were assessed based on macro and microscopic metallographic examinations, chemical composition tests, microhardness measurements and abrasion and erosive wear resistance tests. The obtained results were compared with the results obtained for samples with coatings made of aluminum powder – EN AW 1000 series.


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