Results 61 to 70 of about 584,580 (206)

First results of the lateral static load test on model piles

open access: yesStudia Geotechnica et Mechanica
Laterally loaded pile foundations are more commonly employed in geotechnical engineering due to their widespread utilisation in contemporary construction projects, with examples including wind turbines.
Baca Michał, Rybak Jarosław
doaj   +1 more source

Research on Offset Phase Synchronization Method of Fan Drive Gearbox Planetary Gear

open access: yesJixie chuandong, 2021
In order to support the development of the Geared turbofan (GTF) engine in China, the five-branch-power-split herringbone star gearbox for Fan drive gear system(FDGS) is studied.
Jin Feng, Xiaofan Liu, Kun Qin
doaj  

Skin and Toe Resistance Mobilisation of Pile During Laboratory Static Load Test

open access: yesStudia Geotechnica et Mechanica, 2018
This article shows the mathematical method to determine the lateral stress on the shaft and toe resistance of pile using the new approach. The method was originally invented by Meyer and Kowalow for the static load test.
Meyer Zygmunt, Żarkiewicz Krzysztof
doaj   +1 more source

Design, Analysis and Testing of Square Bar Welded and Bent Chasis for Indonesian Rural Transport Vehicles [PDF]

open access: yes, 2018
The chassis design has been done for rural transportation vehicles in Indonesia with welding and bending methods. The result of static analysis using ANSYS software shows that the chassis produced by the welding and bending method has the same ...
Azka, M. (Muizuddin)   +3 more
core   +1 more source

System for materials testing at static loading

open access: yesIOP Conference Series: Materials Science and Engineering, 2019
Abstract This paper presents a newly developed system for mechanical testing at static loading. The separate modules of the system are described - tensile testing machine, grips, extensometers for axial end transverse deformations, electronic control system. The results obtained during tensile testing with the new system are given.
V Tsonev   +3 more
openaire   +1 more source

First results of pipe pile static load test in small laboratory scale

open access: yesMATEC Web of Conferences, 2018
Presented laboratory testing program of tubular steel piles is a part of a bigger research program which contained static load tests in full scale and numerical simulations of conducted research.
Baca Michal, Rybak Jaroslaw
doaj   +1 more source

Development and correlation: Viking Orbiter analytical dynamic model with modal test [PDF]

open access: yes
The Viking Orbiter (VO) experience in the achievement of a mathematical model is described along with the following project activities: (1) the generation of the overall plan for load analysis, an analytical dynamic model, and development tests; (2) the ...
Chen, J. C., Garba, J. A., Wada, B. K.
core   +1 more source

Bearing Capacity of Precast Concrete Joint Micropile Foundations in Embedded Layers: Predictions from Dynamic and Static Load Tests according to ASTM Standards

open access: yesInfrastructures
In this paper, joint precast piles with a cross-section of 400 × 400 mm and a pin-joined connection were considered, and their interaction with the soil of Western Kazakhstan has been analyzed.
Abdulla Omarov   +6 more
doaj   +1 more source

Collection of in-Field Impact Loads Acting on a Rugby Wheelchair Frame

open access: yesProceedings, 2018
This work was included in a wider project oriented to the improvement of residual neuromuscular skills in disabled athletes playing wheelchair rugby: the wheelchair rugby Italian national team was involved and tests allowed to analyse the impact loads on
Francesco Bettella   +2 more
doaj   +1 more source

Water impact analysis of space shuttle solid rocket motor by the finite element method [PDF]

open access: yes
Preliminary analysis showed that the doubly curved triangular shell elements were too stiff for these shell structures. The doubly curved quadrilateral shell elements were found to give much improved results.
Buyukozturk, O.   +2 more
core   +1 more source

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