scholarly journals MECHANICAL BEHAVIOR OF STEEL PIER INTEGRATED STEEL PIPES SUBJECTED TO AXIAL, TORSIONAL AND CYCLIC HORIZONTAL LOAD

2014 ◽  
Vol 70 (1) ◽  
pp. 80-93
Author(s):  
Kunitaro HASHIMOTO ◽  
Kunitomo SUGIURA ◽  
Tsutomu NISHIOKA ◽  
Yoshio TAMBA
Keyword(s):  
Mechanical Behavior ◽  
Horizontal Load ◽  
Steel Pipes

Mechanical behavior of buried steel pipes crossing active strike-slip faults

2012 ◽  
Vol 41 ◽  
pp. 164-180 ◽  
Author(s):  
Polynikis Vazouras ◽  
Spyros A. Karamanos ◽  
Panos Dakoulas
Keyword(s):  
Mechanical Behavior ◽  
Strike Slip ◽  
Steel Pipes

Cold-Formed Thin-Walled Steel Framing Residential System

2014 ◽  
Vol 620 ◽  
pp. 183-186
Author(s):  
Yu Hua Zhang
Keyword(s):  
Mechanical Behavior ◽  
Behavior Analysis ◽  
Steel Structure ◽  
Horizontal Load ◽  
Vertical Load ◽  
Paper Briefly ◽  
Steel Framing ◽  
Cold Formed Steel ◽  
Thin Walled

This paper briefly introduces the cold-formed thin-walled steel residential system, the mechanical behavior analysis on stress of cold-formed thin-walled steel structure residential vertical load and horizontal load, and through compared with cold-formed thin-walled steel structure residential and traditional residential structure, summarized the characteristics of cold-formed steel residential. It is significant that the cold-formed steel residential system will be promoted and applied.

Study on the Mechanical Behavior of Self-Centering Bridge under Horizontal Loading

2014 ◽  
Vol 1049-1050 ◽  
pp. 354-356
Author(s):  
Yuan Yuan Zhao ◽  
Xiao Bo Zhang ◽  
Yan Rong Wang
Keyword(s):  
Cyclic Loading ◽  
Mechanical Behavior ◽  
Rotation Curve ◽  
Mechanical Performance ◽  
The Self ◽  
Horizontal Load ◽  
Theoretical Derivation ◽  
Elastic Range ◽  
Curve Type ◽  
Horizontal Loading

This paper presents a self-centering bridge which is simplified as a deformation body ,while mechanical performance is still in the elastic range ,considering the influence of gravity pier ,the upper structure load ,prestressed tendons and dampers, the horizontal load vs. rotation curve of the self-centering bridge is obtained by theoretical derivation . The study for the self-centering bridge presented in this paper indicates that: under the cyclic loading hysteretic curve type is flag-shaped ,the prestressed tendons provide self-centering ability and dampers provide dissipating energy.

Application of TEM to Deformation, Wear, and Fracture of Ceramics

1974 ◽  
Vol 32 ◽  
pp. 472-473
Author(s):  
B. J. Hockey
Keyword(s):  
Wear Resistance ◽  
High Temperature ◽  
Mechanical Behavior ◽  
Brittle Materials ◽  
High Temperature Strength ◽  
Wide Range ◽  
Corrosive Environments ◽  
Further Development

Ceramics, such as Al2O3 and SiC have numerous current and potential uses in applications where high temperature strength, hardness, and wear resistance are required often in corrosive environments. These materials are, however, highly anisotropic and brittle, so that their mechanical behavior is often unpredictable. The further development of these materials will require a better understanding of the basic mechanisms controlling deformation, wear, and fracture.The purpose of this talk is to describe applications of TEM to the study of the deformation, wear, and fracture of Al2O3. Similar studies are currently being conducted on SiC and the techniques involved should be applicable to a wide range of hard, brittle materials.

The influence of the addition of ground olive stone on the thermo-mechanical behavior of compressed earth blocks

2020 ◽  
Vol 108 (2) ◽  
pp. 203
Author(s):  
Samia Djadouf ◽  
Nasser Chelouah ◽  
Abdelkader Tahakourt
Keyword(s):  
Thermal Conductivity ◽  
Compressive Strength ◽  
Mechanical Behavior ◽  
Agricultural Waste ◽  
Hydraulic Press ◽  
Dry Density ◽  
Olive Stone ◽  
Compressed Earth Blocks ◽  
Clay Matrix ◽  
Earth Blocks

Sustainable development and environmental challenges incite to valorize local materials such as agricultural waste. In this context, a new ecological compressed earth blocks (CEBS) with addition of ground olive stone (GOS) was proposed. The GOS is added as partial clay replacement in different proportions. The main objective of this paper is to study the effect of GOS levels on the thermal properties and mechanical behavior of CEB. We proceeded to determining the optimal water content and equivalent wet density by compaction using a hydraulic press, at a pressure of 10 MPa. The maximum compressive strength is reached at 15% of the GOS. This percentage increases the mechanical properties by 19.66%, and decreases the thermal conductivity by 37.63%. These results are due to the optimal water responsible for the consolidation and compactness of the clay matrix. The substitution up to 30% of GOS shows a decrease of compressive strength and thermal conductivity by about 38.38% and 50.64% respectively. The decrease in dry density and thermal conductivity is related to the content of GOS, which is composed of organic and porous fibers. The GOS seems promising for improving the thermo-mechanical characteristics of CEB and which can also be used as reinforcement in CEBS.

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