Year |
Citation |
Score |
2020 |
Liao M, Zhang P. Multiple Crack Propagation and Coalescence in Finite Elements with Minimal Local Remeshing Using the Subregion Generalized Variational Principle Journal of Engineering Mechanics-Asce. 146: 4020111. DOI: 10.1061/(Asce)Em.1943-7889.0001849 |
0.336 |
|
2019 |
Liao M, Zhang P. An improved approach for computation of stress intensity factors using the finite element method Theoretical and Applied Fracture Mechanics. 101: 185-190. DOI: 10.1016/J.Tafmec.2019.02.019 |
0.321 |
|
2018 |
Liao M, Dong D. An accurate and efficient approach coupling quadrature element method and subregion generalized variational principle for fatigue crack growth modelling Theoretical and Applied Fracture Mechanics. 96: 452-460. DOI: 10.1016/J.Tafmec.2018.06.008 |
0.313 |
|
2018 |
Liao M, Deng X, Guo Z. Crack propagation modelling using the weak form quadrature element method with minimal remeshing Theoretical and Applied Fracture Mechanics. 93: 293-301. DOI: 10.1016/J.Tafmec.2017.09.012 |
0.321 |
|
2017 |
Liao M, Chen F, Chen Z, Yang Y. A weak-form quadrature element formulation for 3D beam elements used in nonlinear and postbuckling analysis of space frames Engineering Structures. 145: 34-43. DOI: 10.1016/J.Engstruct.2017.05.007 |
0.307 |
|
2016 |
Liao M, Zhong H. Application of a weak form quadrature element method to nonlinear free vibrations of thin rectangular plates International Journal of Structural Stability and Dynamics. 16. DOI: 10.1142/S0219455416400010 |
0.31 |
|
2016 |
Liao M, Zhong H. A weak form quadrature element method for nonlinear free vibrations of Timoshenko beams Engineering Computations (Swansea, Wales). 33: 274-287. DOI: 10.1108/Ec-09-2014-0183 |
0.323 |
|
2015 |
Liao M, Tang A, Hu Y, Guo Z. Computation of Coefficients of Crack-Tip Asymptotic Fields Using the Weak Form Quadrature Element Method Journal of Engineering Mechanics-Asce. 141: 4015018. DOI: 10.1061/(Asce)Em.1943-7889.0000904 |
0.31 |
|
2012 |
Liao M, Okazaki T, Ballarini R, Schultz AE, Galambos TV. Closure to "nonlinear finite-element analysis of critical gusset plates in the I-35W bridge in minnesota" by Minmao Liao, Taichiro Okazaki, Roberto Ballarini, Arturo E. Schultz, and Theodore V. Galambos Journal of Structural Engineering (United States). 138: 840-841. DOI: 10.1061/(Asce)St.1943-541X.0000547 |
0.531 |
|
2012 |
Liao M, Ballarini R. Toward a fracture mechanics-based design approach for unbonded concrete overlay pavements Journal of Engineering Mechanics. 138: 1195-1204. DOI: 10.1061/(Asce)Em.1943-7889.0000412 |
0.532 |
|
2011 |
Liao M, Okazaki T, Ballarini R, Schultz AE, Galambos TV. Nonlinear finite-element analysis of critical gusset plates in the I-35W bridge in Minnesota Journal of Structural Engineering. 137: 59-68. DOI: 10.1061/(Asce)St.1943-541X.0000269 |
0.545 |
|
2011 |
Ballarini R, Jost S, Liao M. Distributed damage creates flaw tolerance Engineering Fracture Mechanics. 78: 2004-2009. DOI: 10.1016/J.Engfracmech.2011.03.019 |
0.535 |
|
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