scholarly journals EXPERIMENTAL STUDIES ON THE PLASTIC DESIGN OF HIGH-STRENGTH STEEL BEAMS

1974 ◽  
Vol 219 (0) ◽  
pp. 39-45,105 ◽  
Author(s):  
TOSHIRO SUZUKI ◽  
TETSURO ONO
2021 ◽  
Vol 14 (4) ◽  
pp. 222-235
Author(s):  
Helen Bartsch ◽  
Felix Eyben ◽  
Simon Schaffrath ◽  
Markus Feldmann

Materials ◽  
2021 ◽  
Vol 14 (3) ◽  
pp. 626
Author(s):  
Riccardo Scazzosi ◽  
Marco Giglio ◽  
Andrea Manes

In the case of protection of transportation systems, the optimization of the shield is of practical interest to reduce the weight of such components and thus increase the payload or reduce the fuel consumption. As far as metal shields are concerned, some investigations based on numerical simulations showed that a multi-layered configuration made of layers of different metals could be a promising solution to reduce the weight of the shield. However, only a few experimental studies on this subject are available. The aim of this study is therefore to discuss whether or not a monolithic shield can be substituted by a double-layered configuration manufactured from two different metals and if such a configuration can guarantee the same perforation resistance at a lower weight. In order to answer this question, the performance of a ballistic shield constituted of a layer of high-strength steel and a layer of an aluminum alloy impacted by an armor piercing projectile was investigated in experimental tests. Furthermore, an axisymmetric finite element model was developed. The effect of the strain rate hardening parameter C and the thermal softening parameter m of the Johnson–Cook constitutive model was investigated. The numerical model was used to understand the perforation process and the energy dissipation mechanism inside the target. It was found that if the high-strength steel plate is used as a front layer, the specific ballistic energy increases by 54% with respect to the monolithic high-strength steel plate. On the other hand, the specific ballistic energy decreases if the aluminum plate is used as the front layer.


2015 ◽  
Vol 764-765 ◽  
pp. 127-131
Author(s):  
Yang Yang ◽  
Kang Min Lee ◽  
Keun Yeong Oh ◽  
Sung Bin Hong

The current local stability criteria (KBC2009, AISC2010) are enacted through theoretical and experimental studies of ordinary steels, but the mechanical properties of high strength steels are different from ordinary steels. The high strength steel in the applicability of design criteria should be needed to review because of increasing market demanding for high strength steel in the high-rise and long span buildings. In this study, stub columns of H-shaped and box section with various steel grades subjected to concentric loading were investigated, and these steels were checked to the applicability of current local stability criteria. The difference between the ordinary steel and high strength steel was compared. As a result of comparison with various steel grades, most specimens were satisfied with the design criteria, but some specimens with lower tensile strength were not reached the required strength. It is considered that the uncertainty of material was the higher when the tensile strength of material was the lower.


ce/papers ◽  
2021 ◽  
Vol 4 (2-4) ◽  
pp. 1630-1636
Author(s):  
Helen Bartsch ◽  
Gesa Pauli ◽  
Felix Eyben ◽  
Simon Schaffrath ◽  
Markus Feldmann

2018 ◽  
Vol 133 ◽  
pp. 85-95 ◽  
Author(s):  
Michaela Gkantou ◽  
Marios Theofanous ◽  
Charalampos Baniotopoulos

2021 ◽  
Vol 164 ◽  
pp. 107913
Author(s):  
Trayana Tankova ◽  
Filipe Rodrigues ◽  
Carlos Leitão ◽  
Cláudio Martins ◽  
Luís Simões da Silva

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