Related Experiment Video
Updated: Dec 29, 2025

09:33
Demonstration of Equal-Intensity Beam Generation by Dielectric Metasurfaces
Published on: June 7, 2019
6.6K
Dipole-based beamforming method for locating dipole sources with unknown orientations in three-dimensional domains
Jianzheng Gao1, Haijun Wu1, Weikang Jiang1
1State Key Laboratory of Mechanical Systems and Vibration, Shanghai Jiao Tong University, Shanghai 200240, China.
The Journal of the Acoustical Society of America
|February 3, 2020
Summary
This study introduces a novel dipole-based beamforming method to accurately locate dipole sources, overcoming limitations of conventional monopole-based approaches for improved acoustic mapping.
Area of Science:
- Acoustics
- Signal Processing
- Array Signal Processing
Background:
- Conventional delay-and-sum beamforming assumes monopole sources, which can misinterpret dipole sources and lead to inaccurate mapping.
- Existing methods may require prior knowledge of source orientation, limiting their applicability.
Purpose of the Study:
- To develop an extended dipole-based beamforming method for accurate acoustic source localization.
- To enable the localization of dipole sources without prior knowledge of their orientation in a 3D space.
Main Methods:
- A dipole-based propagation function is utilized to calculate beamforming results at various predefined orientations and positions.
- The final source location is determined by identifying the maximum beamforming value across these predefined orientations.
Main Results:
- Numerical simulations and experimental validation were conducted using rotating dipole sources.
- The proposed method successfully located dipole sources with arbitrary orientations in a three-dimensional domain.
Conclusions:
- The dipole-based beamforming method accurately localizes dipole sources, overcoming the limitations of monopole-based approaches.
- This technique offers a robust solution for acoustic source mapping, even with unknown and arbitrary source orientations.
Related Concept Videos
Induced Electric Dipoles
4.7K
A permanent electric dipole orients itself along an external electric field. This rotation can be quantified by defining the potential energy because the external torque does work in rotating it. Then, the potential energy is minimum at the parallel configuration and maximum at the antiparallel configuration. While the former is a stable equilibrium, the latter is an unstable equilibrium.
Since the absolute value of potential energy holds no physical meaning, its zero value can be chosen as per...
Since the absolute value of potential energy holds no physical meaning, its zero value can be chosen as per...
4.7K
Electric Dipoles and Dipole Moment
6.1K
Consider two charges of equal magnitude but opposite signs. If they cannot be separated by an external electric field, the system is called a permanent dipole. For example, the water molecule is a dipole, making it a good solvent.
Theoretically, studying electric dipoles leads to understanding why the resultant electric forces around us are weak. Since electric forces are strong, remnant net charges are rare. Hence, the interaction between dipoles helps us understand electrical interactions in...
Theoretically, studying electric dipoles leads to understanding why the resultant electric forces around us are weak. Since electric forces are strong, remnant net charges are rare. Hence, the interaction between dipoles helps us understand electrical interactions in...
6.1K
Beams with Symmetric Loadings
357
The moment-area method is an analytical tool used in structural engineering to determine the slope and deflection of beams under various loads. Consider a cantilever with a concentrated load and moment at the free end. The first step is constructing a free-body diagram to calculate the reactions at the fixed end. Next, the bending moment diagram is plotted to visualize how the bending moment varies along the beam's length, focusing on points where the bending moment equals zero.
The M/EI...
The M/EI...
357
Distributed Loads: Problem Solving
1.0K
Beams are structural elements commonly employed in engineering applications requiring different load-carrying capacities. The first step in analyzing a beam under a distributed load is to simplify the problem by dividing the load into smaller regions, which allows one to consider each region separately and calculate the magnitude of the equivalent resultant load acting on each portion of the beam. The magnitude of the equivalent resultant load for each region can be determined by calculating...
1.0K
Potential Due to a Polarized Object
677
A neutral atom consists of a positively charged nucleus surrounded by a negatively charged electron cloud. When placed in an external electric field, the external electric force pulls the electrons and nucleus apart, opposite to the intrinsic attraction between the nucleus and the electrons. The opposing forces balance each other with a slight shift between the center of masses of the nucleus and the electron cloud, resulting in a polarized atom. On the other hand, a few molecules, like water,...
677
Beams with Unsymmetric Loadings
348
Analyzing a supported beam under unsymmetrical loadings is essential in structural engineering to understand how beams respond to varied force distributions. This analysis involves calculating the deflection and identifying points where the slope of the beam is zero, which are crucial for ensuring structural stability and functionality.
The first moment-area theorem determines the slope at any point on the beam. This theorem indicates that the change in slope between two points on a beam...
The first moment-area theorem determines the slope at any point on the beam. This theorem indicates that the change in slope between two points on a beam...
348

