Analytical and numerical modeling of interfacial stresses in beams bonded with a thin plate

2017 ◽  
Vol 2 (1) ◽  
pp. 57-69
Author(s):  
Tahar Hassaine Daouadji
Keyword(s):  
Numerical Modeling ◽  
Thin Plate ◽  
Interfacial Stresses

Interfacial stresses of shield tunnel strengthened by a thin plate at inner surface

2019 ◽  
Vol 91 ◽  
pp. 103021
Author(s):  
Dejun Liu ◽  
Fei Wang ◽  
Dongming Zhang ◽  
Kang Duan
Keyword(s):  
Thin Plate ◽  
Shield Tunnel ◽  
Interfacial Stresses ◽  
Inner Surface

scholarly journals Interfacial stresses in curved members bonded with a thin plate

2006 ◽  
Vol 43 (25-26) ◽  
pp. 7501-7517 ◽  
Author(s):  
L. De Lorenzis ◽  
J.G. Teng ◽  
L. Zhang
Keyword(s):  
Thin Plate ◽  
Interfacial Stresses

Interfacial Stresses in Beams and Slabs Bondedwith Thin Plate

2001 ◽  
Vol 127 (4) ◽  
pp. 399-406 ◽  
Author(s):  
Hui-Shen Shen ◽  
J. G. Teng ◽  
J. Yang
Keyword(s):  
Thin Plate ◽  
Interfacial Stresses

Evaluation of Thin Plate Hydrodynamic Stability through a Combined Numerical Modeling and Experimental Effort

2017 ◽  
Author(s):  
A. Tentner ◽  
C. Bojanowski ◽  
E. Feldman ◽  
E. Wilson ◽  
G Solbrekken ◽  
...  
Keyword(s):  
Numerical Modeling ◽  
Thin Plate ◽  
Hydrodynamic Stability ◽  
Experimental Effort

Investigation of Morphosedimentary Processes on a Schematic Louisiana Barrier Island Using Process-Based Numerical Modeling

2007 ◽  
Author(s):  
T. Campbell ◽  
B. de Sonneville ◽  
L. Benedet ◽  
D. J. W. Walstra ◽  
C. W. Finkl
Keyword(s):  
Numerical Modeling ◽  
Barrier Island

SIMULATION OF ELECTRICAL MONITORING OF DAMS WITH LEAKAGE WITH A TRANSVERSE PLACEMENT OF THE MEASURING INSTALLATION

2020 ◽  
Vol 8 (4) ◽  
pp. 69-82
Author(s):  
D.S. Rakisheva ◽  
◽  
B.G. Mukanova ◽  
I.N. Modin ◽  
◽  
...  
Keyword(s):  
Numerical Modeling ◽  
Water Level ◽  
Electrical Resistivity Tomography ◽  
Resistivity Tomography ◽  
Measuring Installation ◽  
Basic Functions ◽  
Tomography Method ◽  
Dam Monitoring ◽  
The Mathematical Model ◽  
Measurement Line

Numerical modeling of the problem of dam monitoring by the Electrical Resistivity Tomography method is carried out. The mathematical model is based on integral equations with a partial Fourier transform with respect to one spatial variable. It is assumed that the measurement line is located across the dam longitude. To approximate the shape of the dam surface, the Radial Basic Functions method is applied. The influence of locations of the water-dam, dam-basement, basement-leakage boundaries with respect to the sounding installation, which is partially placed under the headwater, is studied. Numerical modeling is carried out for the following varied parameters: 1) water level at the headwater; 2) the height of the leak; 3) the depth of the leak; 4) position of the supply electrode; 5) water level and leaks positions are changing simultaneously. Modeling results are presented in the form of apparent resistivity curves, as it is customary in geophysical practice.

Numerical modeling to well-head protection area delineation, an example in Veneto Region (NE Italy)

2015 ◽  
Vol 35 ◽  
pp. 232-235 ◽  
Author(s):  
Leonardo Piccinini ◽  
Paolo Fabbri ◽  
Marco Pola ◽  
Enrico Marcolongo ◽  
Alessia Rosignoli
Keyword(s):  
Numerical Modeling ◽  
Veneto Region ◽  
Ne Italy ◽  
Head Protection ◽  
Protection Area
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