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