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Hao Li 0017

dblp:17/5705-17 · DBLP profile ↗
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4ranked-venue papers
0as first author
1since 2021 · last 2026
0000-0003-4295-1288ORCID · conflict

Domains — the database's venue-derived domains; a paper can count in several

Human-computer interaction and ubiquitous computing · 3Graphics, computer vision, multimedia, augmented reality and games · 1 · 1 since 2021

Expertise — from the expertise taxonomy: the topics of the expert's papers under the CCF categories. A weight counts papers with recency: 1 for a paper about the topic, 0.3 when the topic is its context, halved every five years.

Computer graphics and multimedia
1 paper
Geometric modeling and processing · 100%

Topics — the 1 heaviest of 2, each with the papers that count most for it

TopicWeightPapersLastEvidence papers
Geometric modeling and processing › solid modeling
lattice structures
1.012026
An STL-free method for concurrent optimization and fabrication of morphing strut-based lattice structures · Comput. Aided Des. 2026
YearPublicationVenuePosition
2026 An STL-free method for concurrent optimization and fabrication of morphing strut-based lattice structures
Liang Gao 0001, Hao Li 0017
Comput. Aided Des.3
2019 Isogeometric Density Field Method for Topology Optimization of Micro-architected Materials
abstract
In this paper, an isogeometric density field method is proposed for the design of micro-architected materials with the specific mechanical properties, consisting of the maximum bulk and shear modulus and the Negative Poisson's ratio (NPR). Firstly, the non-uniform rational B-splines (NURBS) basis functions are employed to construct the density field function (DFF), where the Shepard function is used to improve the smoothness of the nodal densities assigned to control points. The NURBS basis functions and the Shepard function can ensure the sufficient continuity and smoothness of the DFF, owing to their significant properties. The optimization formulation for micro-architected materials is developed using the DFF, where the isogeometric analysis (IGA) is applied to evaluate the unknown structural responses. Effective macroscopic properties of materials are predicted by the asymptotic homogenization method. The same NURBS basis functions used in the IGA and the DFF can keep the consistency of the geometric model and analysis model, which provides the unique benefits. Numerical examples are used to demonstrate the effectiveness of the proposed topology optimization approach for micro-architected materials.
Jie Gao 0018, Hao Li 0017, Peigen Li, Liang Gao 0001
CSCWD2
2016 An effective structural boundary processing method based on support vector machine for discrete topology optimization
abstract
The discrete topology optimization method is widely used because of its high degree of freedom and high problem-solving efficiency. However, one of its main drawbacks is that the output graphic is constituted of a 0-1 matrix leading to rough boundaries and implicit structures, which are difficult to be manufactured. Aiming to transform the implicit rough boundary into the explicit smooth boundary in discrete topology optimization, an effective structural boundary processing method based on support vector machine (SVM) is proposed in this paper. In this method, SVM is used for processing the boundaries obtained by the Solid Isotropic Material with Penalization (SIMP) and discrete level-set methods, respectively. With the SVM method, the clear structural boundaries are obtained and can be used in CAD directly. In order to make structural boundaries more smooth, data filtering on boundaries is employed. The effectiveness of the proposed method is illustrated by the experimental examples. Results show that the proposed method can obtain clear and smooth structural boundaries in discrete topology optimization.
Sheng Chu, Mi Xiao, Liang Gao 0001, Lin Gui 0006, Hao Li 0017
CSCWD5
2014 A level set method for structural shape and topology optimization using Radial Basis Function
abstract
In order to address the efficient issue of the topological shape optimization problem, this paper presents a parametric level set method for the problem of continuum structures by using the Radial Basis Functions (RBFs). The level set-based method is introduced to implicitly represent the free boundary of a structure. To evolve the level set front, the Wu's compactly supported radial basis function (CSRBF) with C4 smoothness is applied. Then, the Hamilton-Jacobi partial differential equation (PDE) is transformed into a relatively easier ordinary differential equation (ODE). Furthermore, a self-adaptive moving limit scheme is incorporated into the optimality criteria to achieve a better optimal result. Finally, the numerical ex-ample is provided to show the effectiveness of the proposed method.
Tao Gu 0007, Hao Li 0017, Liang Gao 0001
CSCWD2