Y
Yuli Huang
Researcher at Tsinghua University
Publications - 43
Citations - 877
Yuli Huang is an academic researcher from Tsinghua University. The author has contributed to research in topics: Computer science & Engineering. The author has an hindex of 8, co-authored 27 publications receiving 397 citations. Previous affiliations of Yuli Huang include University of California, Berkeley & ARUP Laboratories.
Papers
More filters
Journal ArticleDOI
A shear wall element for nonlinear seismic analysis of super-tall buildings using OpenSees
TL;DR: In this article, a new shear wall element model and associated material constitutive models based on the open source finite element (FE) code OpenSees are developed to perform nonlinear seismic analyses of high-rise RC frame-core tube structures.
Journal ArticleDOI
On the BFGS monolithic algorithm for the unified phase field damage theory
TL;DR: This work proposes in this work, for the first time, to use the Broyden–Fletcher–Goldfarb–Shanno (BFGS) algorithm to solve in a monolithic manner the system of coupled governing equations, rather than the standard Newton one which is notoriously poor for problems involving non-convex energy functional.
Journal ArticleDOI
Comprehensive implementations of phase-field damage models in Abaqus
Jian-Ying Wu,Yuli Huang +1 more
TL;DR: Three distinct strategies of implementing phase-field damage models into Abaqus are presented and it is found that, the UMAT-Newton-M implementation is the simplest but not robust enough, while the UEL-Staggered implementation is robust but extremely inefficient.
Journal ArticleDOI
A variationally consistent phase-field anisotropic damage model for fracture
TL;DR: In this article, a variationally consistent phase-field anisotropic damage model within the framework of the unified phase field theory for brittle fracture and quasi-brittle failure is presented.
Journal ArticleDOI
Three-dimensional phase-field modeling of mode I + II/III failure in solids
TL;DR: Several 3D benchmark problems involving mode I, I+II or I+III failure in brittle and quasi-brittle solids is addressed based on recent theoretical and numerical progresses on the unified phase-field theory for damage and fracture.