Effects of polyurea coating on the elastoplastic behavior of additively manufactured PLA specimens

2022 ◽  
Author(s):  
Mohamad Abdulwahab ◽  
Armin Bijanzad ◽  
Shaheryar A. Khan ◽  
Ismail Lazoglu
Keyword(s):  
Elastoplastic Behavior

A Model for the Elastoplastic Behavior of Isotactic Poly(propylene) Below the Yield Point

2003 ◽  
Vol 288 (2) ◽  
pp. 164-174 ◽  
Author(s):  
Aleksey D. Drozdov ◽  
Jesper deC. Christiansen
Keyword(s):  
Yield Point ◽  
Elastoplastic Behavior ◽  
Poly Propylene

scholarly journals Design Optimization of Explosion-Resistant System Consisting of Steel Slab and CFRP Frame

Materials ◽  
2021 ◽  
Vol 14 (10) ◽  
pp. 2589
Author(s):  
Jung J. Kim
Keyword(s):  
Hybrid System ◽  
Impact Load ◽  
Load Condition ◽  
High Strength ◽  
Dynamic Responses ◽  
Elastoplastic Behavior ◽  
Reinforced Polymer ◽  
Steel Slab ◽  
Strength Material

This study presents an explosion-resistant hybrid system containing a steel slab and a carbon fiber-reinforced polymer (CFRP) frame. CFRP, which is a high-strength material, acts as an impact reflection part. Steel slab, which is a high-ductility material, plays a role as an impact energy absorption part. Based on the elastoplastic behavior of steel, a numerical model is proposed to simulate the dynamic responses of the hybrid system under the air pressure from an explosion. Based on this, a case study is conducted to analyze and identify the optimal design of the proposed hybrid system, which is subjected to an impact load condition. The observations from the case study show the optimal thicknesses of 8.2 and 7 mm for a steel slab and a ϕ100 mm CFRP pipe for the hybrid system, respectively. In addition, the ability of the proposed hybrid system to resist an uncertain explosion is demonstrated in the case study based on the reliability methodology.

Elastoplastic Behavior of Highly Ductile Materials

2019 ◽  
Author(s):  
Maosheng Zheng ◽  
Zhifu Yin ◽  
Haipeng Teng ◽  
Jiaojiao Liu ◽  
Yi Wang
Keyword(s):  
Elastoplastic Behavior ◽  
Ductile Materials

Planar elastoplastic behavior in a body containing cracks with plastic strain localized in thin layers

1992 ◽  
Vol 27 (5) ◽  
pp. 459-465 ◽  
Author(s):  
V. V. Panasyuk ◽  
M. P. Savruk ◽  
I. V. Prokopchuk ◽  
A. M. Danilovich
Keyword(s):  
Plastic Strain ◽  
Thin Layers ◽  
Elastoplastic Behavior

scholarly journals Effect of Residual Stresses on the Elastoplastic Behavior of Welded Steel Plates

2020 ◽  
Vol 8 (9) ◽  
pp. 702
Author(s):  
José Manuel Gordo
Keyword(s):  
Residual Stresses ◽  
Bending Strength ◽  
Steel Plates ◽  
Finite Elements Analysis ◽  
Elastoplastic Behavior ◽  
Welded Steel ◽  
Plate Elements ◽  
Tension And Compression ◽  
Free Case ◽  
Range Of Variation

A robust methodology to simulate virtually the residual stresses pattern in welded steel plates is presented. The methodology is applied to the structural analysis of typical welded plates belonging to ship structures, and the effect of residual stresses on the elastoplastic behavior of plates loaded axially is analyzed in comparison to the residual stress free case, both for tension and compression and including initial imperfections. Residual stresses affect in different manner plates with different geometries; thus a parametric study is performed covering the usual range of variation of the most important plate parameters that control the strength of the plates, more precisely the slenderness and the aspect ratio. The results from finite elements analysis are compared with codes and most established formulations and recommendations of applicability in the prediction of load-shortening curves for hull’s bending strength evaluation, ultimate strength and ultimate strain of plate elements are made.

scholarly journals Reinforced concrete bridge pier ductility analysis for different levels of detailing

2017 ◽  
Vol 10 (5) ◽  
pp. 1042-1050
Author(s):  
R. W. SOARES ◽  
S. S. LIMA ◽  
S. H. C. SANTOS
Keyword(s):  
Reinforced Concrete ◽  
Axial Loading ◽  
Structural Element ◽  
Reinforced Concrete Column ◽  
Elastoplastic Behavior ◽  
Response Modification Factor ◽  
Concrete Confinement ◽  
Plastic Displacement ◽  
Displacement Based ◽  
Ductility Capacity

Abstract The structural design under seismic loading has been for many years based on force methods to consider the effects of energy dissipation and elastoplastic behavior. Currently, displacement-based methods are being developed to take into account elastoplastic behavior. These methods use moment-curvature relationships to determine the ductility capacity of a structural element, which is the deformation capacity of the element before its collapse. The greater the plastic displacement or rotation a structural member can achieve before it collapses, the more energy it is capable of dissipating. This plastic displacement or rotation capacity of a member is known as the member ductility, which for reinforced concrete members is directly related to efficient concrete confinement. This study investigates at which extents transverse reinforcement detailing influences reinforced concrete column ductility. For this, a bridge located in Ecuador is modeled and analyzed, and its ductility evaluated considering several cases of axial loading and concrete confinement levels. After the performed displacement-based analyses, it is verified whether the response modification factor defined by AASHTO is adequate in the analyzed case.

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