Yongtao Yang
- Mesoscopic study of concrete with random aggregate model using phase field method. Dans: Construction and Building Materials, v. 310 (décembre 2021). (2021):
- Experimental study on physical and mechanical characteristics of rock-concrete combined body under complex stress conditions. Dans: Construction and Building Materials, v. 324 (mars 2022). (2022):
- Direct Approach to Treatment of Contact in Numerical Manifold Method. Dans: International Journal of Geomechanics, v. 17, n. 5 (mai 2017). (2017):
- Explicit Discontinuous Deformation Analysis Method with Lumped Mass Matrix for Highly Discrete Block System. Dans: International Journal of Geomechanics, v. 18, n. 9 (septembre 2018). (2018):
- A mass lumping scheme for the second-order numerical manifold method. Dans: Computers & Structures, v. 213 (mars 2019). (2019):
- A four-node tetrahedral element with continuous nodal stress. Dans: Computers & Structures, v. 191 (15 octobre 2017). (2017):
- Application of the three-node triangular element with continuous nodal stress for free vibration analysis. Dans: Computers & Structures, v. 169 (juin 2016). (2016):
- Three dimensional vibration analyses using an eight-node hexahedral element with continuous nodal stress. Dans: Computers & Structures, v. 212 (février 2019). (2019):
- A four-node quadrilateral element fitted to numerical manifold method with continuous nodal stress for crack analysis. Dans: Computers & Structures, v. 177 (décembre 2016). (2016):
- A three-node triangular element with continuous nodal stress. Dans: Computers & Structures, v. 141 (août 2014). (2014):
- A high order local approximation free from linear dependency with quadrilateral mesh as mathematical cover and applications to linear elastic fractures. Dans: Computers & Structures, v. 178 (1 janvier 2017). (2017):
- A partition-of-unity based 'FE-Meshfree' hexahedral element with continuous nodal stress. Dans: Computers & Structures, v. 178 (1 janvier 2017). (2017):