Results 51 to 60 of about 383 (261)
Advanced Engineering Materials, EarlyView.Geometry‐driven thermal behavior in wire‐arc additive manufacturing (WAAM) influences microstructural evolution during nonequilibrium solidification of a chemically complex Fe–Cr–Nb–W–Mo–C nanocomposite system. By comparing different deposits configurations, distinct entropy–cooling rate correlations, segregation, and carbide evolution are revealed ...
Blanca Palacios +5 more
wiley +1 more source
Study of Lateral Bearing Capacity of Rock-Socketed Piles Based on Numerical Tests
工程科学与技术, 2016 :This paper simulated the process of field loading test for laterally loaded rock-socketed piles by finite element method. The load displacement curves obtained were consistent with the field test results within the loading range, and the rationality of ...
张坤勇
doaj
Modeling Laterally Loaded Single Piles Accounting for Nonlinear Soil-Pile Interactions
Journal of Engineering, 2013 The nonlinear behavior of a laterally loaded monopile foundation is studied using the finite element method (FEM) to account for soil-pile interactions.
Maryam Mardfekri +2 more
doaj +1 more source
Geofluids, 2020 The lateral spreading of the ground due to liquefaction during earthquakes may considerably damage the embedded piles, which is an important issue in the seismic design of pile foundations.
Yung-Yen Ko, Yu-Ying Lin
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Phase Field Failure Modeling: Brittle‐Ductile Dual‐Phase Microstructures under Compressive Loading
Advanced Engineering Materials, EarlyView.The approach by Amor and the approach by Miehe and Zhang for asymmetric damage behavior in the phase field method for fracture are compared regarding their fitness for microcrack‐based failure modeling. The comparison is performed for the case of a dual‐phase microstructure with a brittle and a ductile constituent.
Jakob Huber, Jan Torgersen, Ewald Werner
wiley +1 more source
Pile Head Cyclic Lateral Loading of Single Pile [PDF]
Geotechnical and Geological Engineering, 2014 This paper presents an elastic continuum model using an extended nonlinear Davies and Budhu equations, which enables the nonlinear behavior of the soil around the long elastic pile to be modeled using a simple expression of pile-head stiffness method. The calculated results were validated with the measured full-scale dynamic field tests data conducted ...
N.M, Sa’don +3 more
openaire +2 more sources
Journal of Marine Science and Engineering, 2020 Pile foundation is one of the common foundation forms in marine geotechnical engineering, especially in wind power engineering. Its operation safety is seriously affected by many uncertainties, such as the randomness of ground motion in intensity and ...
Min Xiong, Yu Huang
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Fostering Innovation: Streamlining Magnetocaloric Materials Research by Digitalization
Advanced Engineering Materials, EarlyView.Magnetocaloric cooling (MCE) is an environmentally friendly refrigeration method with great potential. Optimizing MCE materials involves the preparation and screening of large quantities of samples, which in turn generates a large amount of data. A digitalization approach is presented that uses ontologies, knowledge graphs, and digital workflows to ...
Simon Bekemeier +17 more
wiley +1 more source
Lateral capacity and deformations of vertical piles loaded by horizontal forces [PDF]
Građevinski Materijali i Konstrukcije, 2018 Pile foundations are frequently loaded by horizontal forces. In such cases, it is important to calculate lateral capacity of vertical piles. It is governed by the strength of the surrounding soil i.e. geotechnical capacity or pile strength parameters i.e.
Ćorić Slobodan +3 more
doaj
T-EMSD-based p-y curve of laterally loaded piles in clay considering small-strain behavior
Yantu gongcheng xuebao, 2021 The international popular API code recommends the p-y curve method to analyze the nonlinear behavior of offshore wind turbine (OWT) steel pipe piles.
YU Jian 1, 2, ZHU Jun-lin 1, 2, HUANG Mao-song 1, 2, SHEN Kan-min 3
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