Results 181 to 190 of about 13,007,525 (289)

Computational insight to optimize nanofluidic thermal transport management in octagonal enclosure with heat generating element by envisioning novel physical factors. [PDF]

Discov Nano
Ullah A, Khan NZ, Bilal S, Riaz MB.
europepmc   +1 more source

Review and prospects of shear test of bolted rock joints

Deep Underground Science and Engineering, EarlyView.
The laboratory shear test equipment, test method, and numerical simulation of bolted rock joints were summarized. The shortcomings and limitations of the current research were analyzed, and the research prospects were proposed. Abstract Rock bolting is a critical approach in geotechnical engineering for supporting weak rocks.
Shulin Ren, Fan Yang, Manchao He, Yong Yuan, Zhigang Tao   +4 more
wiley   +1 more source

A Fast Prediction Method for Wide-Angle Bistatic Scattering and Reflection Coefficients of Acoustically Coated Plates. [PDF]

Sensors (Basel)
Zhang Y, Peng Z, Tan L, Wu S, Lv E.
europepmc   +1 more source

Numerical and experimental study on P‐wave propagation across a rock joint with different orientations

Deep Underground Science and Engineering, EarlyView.
Joint orientation significantly affects P‐wave velocity, with the highest velocity at zero‐degree angles, decreasing to 30° as the angle increases. The velocity increases slightly from 30 to 45 degrees but sharply decreases from 45 to 90 degrees. Abstract Determination of the required parameters in different science contexts using the ultrasonic wave ...
Yaghoob Zarei, Mojtaba D. fallahi, Ali Uromeihy, Mohammad R. Nikoodel, Mohammad Fathollahy   +4 more
wiley   +1 more source

A Paradigm Shift to Assembly-like Finite Element Model Updating. [PDF]

Aerotec Missili Spaz
Dessena G, Pontillo A, Ignatyev DI, Whidborne JF, Fragonara LZ.   +4 more
europepmc   +1 more source

Advancing mine pillar design: Evaluating traditional methods and integrating AI for enhanced stability of pillars in the Great Dyke, Zimbabwe

Deep Underground Science and Engineering, EarlyView.
B1 is bord width 1, B2 is bord width 2, L is the pillar length, W is the pillar width, red color and letter A represent the pillars, and white color and number 1 represent excavated areas. Pstress is the average pillar stress; σv is the vertical component of the virgin stress, MPa; and e is the areal extraction ratio. e = B o B o + B P ${\rm{e}}=\frac{{
Tawanda Zvarivadza, Hendrik Grobler, Peter Apata Olubambi, Moshood Onifade, Manoj Khandelwal   +4 more
wiley   +1 more source

Influence of Construction Material Type on the Dynamic Response of Low-Rise Buildings. [PDF]

Materials (Basel)
Zajac M, Kuzniar K, Tatara T.
europepmc   +1 more source

Research progress and current status of dynamic wave propagation characteristics in rock mass: A review

Deep Underground Science and Engineering, EarlyView.
This review elucidates the velocity–dispersion–attenuation coupling mechanisms of wave propagation in rock masses, compares six representative models, and reveals how pressure, temperature, mineral composition, and anisotropy jointly control dynamic responses in complex geological media.
Jiajun Shu, Tao Li, Ruiqi Yuan, Yue Li, Bingni Wu, Bo Liu, Zhengding Deng, Galindo Rubén, Fausto Molina‐Gómez   +8 more
wiley   +1 more source

Modelling the Mechanical Properties of Architected Cellular Solids for Structural Applications: A Review. [PDF]

Materials (Basel)
Flores Alarcón JL, Schouwenaars R, Ortiz A, Ruiz-Huerta L, Azamar MF, Figueroa IA.   +5 more
europepmc   +1 more source

Neuro-Fuzzy Finite Element Method (FEM) and Residual Estimation

Transactions of the Institute of Systems, Control and Information Engineers, 1995
ICHIHASHI, Hidetomo, SATOH, Yoshihiro, MIYOSHI, Tetsuya, NAGASAKA, Kazunori   +3 more
openaire   +2 more sources