主要论著 | [1] Yuan S, Yang T, Lu C, Zhou C, Wang J, Fang Y. Experimental and analytical investigation on the combined effect of repeated loading and chloride exposure on the flexural performance of HPC beams[J]. Construction and Building Materials 2024, 435: 136831. [2] Tong T, Yuan S, Liu Z, He Z, Wang J. Experiments and stress-strain model of concrete confined by UHPC materials[J]. Journal of Materials in Civil Engineering 2023, 35(4): 04023006. [3] Tong T, Yuan S, Liu Z, Ruan X. Three-dimensional finite element analyses for cyclic responses of precast segmental bridge piers accounting for bond-slip degradation[J]. Structure and Infrastructure Engineering 2023, 19(5): 617-638. [4] Wang S, Yang J, Zhang Z, Liang K, Yuan S, Tong T, Wang T. Explicit phase-field regularized voronoi-based lattice model for quasi-brittle fracture and its finite element implementation[J]. Science of Advanced Materials 2023, 15(8): 1043-1055. [5] Tong T, Yuan S, Liu Z, Ruan X. Three-dimensional finite element analyses for cyclic responses of precast segmental bridge piers accounting for bond-slip degradation. Structure and Infrastructure Engineering 2023, 19(5): 617-638. [6] Tong T, Yuan S, Liu Z, He Z, Wang J. Concrete confined by UHPC materials: experiments and stress-strain model. Journal of Materials in Civil Engineering 2023, 35(4): 04023006. [7] Yuan S, Liu Z, Tong T, Liu J. Experimental, analytical, and numerical investigation on flexural behavior of hybrid beams consisting of ultra-high performance and normal-strength concrete. Engineering Structures 2022, 268: 114725. [8] Yuan S, Tong T, Liu Z, Yang P. Explicit double-phase-field formulation and implementation for bending behavior of UHPC-NC composite beams. Journal of Building Engineering 2022, 57: 104802. [9] Tong T, Yuan S*, Wang H, Liu Z, Wang J. Numerical insights on quasi-static behaviors of UHPC-NC composite members by a phase-field approach enhanced with a cohesive-frictional interface model. Composite Structures 2022, 115948. [10] Yuan S, Liu Z, Tong T, Fu CC. Bond behaviors between UHPC and normal-strength concrete: experimental investigation and database construction. Journal of Materials in Civil Engineering-ASCE 2022, 34(1): 04021398. [11] Yuan S, Liu Z, Tong T, Wang Y. A coupled adhesive-frictional model tailored for interfacial behaviors between UHPC and NC materials. Structures 2022, 38: 1397-1410. [12] Tong T, Yuan S, Wang J, Liu Z. The role of bond strength in structural behaviors of UHPC-NC composite beams: Experimental investigation and finite element modeling. Composite Structures 2021, 255: 112914. [13] Tong T, Yuan S, Zhuo W, Liu Z. Experimental and numerical investigations on cyclic behaviors of precast segmental bridge piers with the hybrid of high-strength bars and unbonded prestressing tendons. Advances in Structural Engineering 2021, 24(3): 509-521. [14] Tong T, Wang Y, Yuan S, Brigham JC, Liu Z. Incorporation of localizing gradient-enhanced damage model into layered membrane elements for reinforced concrete structures subject to in-plane loading. Structures 2021, 30: 455-476. [15] Tong T, Du C, Liu X, Yuan S, Liu Z. Gradient nonlocal enhanced microprestress-solidification theory and its finite element implementation. Frontiers in Materials 2021, 304. [16] Tong T, Lei H, Yuan S, Liu Z. Experimental investigation and seismic vulnerability assessment of low flexural strength rectangular bridge piers retrofitted with ultrahigh-performance concrete jackets. Engineering Structures 2020, 206: 110132. [17] Yuan S, Liu Z, Tong T. Investigation of over-nonlocal damage and interface cohesive models for simulating structural behaviors of composite UHPC-NC members. Structures 2020, 28: 2617-2632. [18] Yuan S, Liu Z, Tong T, Fu CC. A pilot study on structural responses of normal concrete-UHPC composite bridge decks rebars through an experimental-numerical approach. Advances in Civil Engineering 2020, 2020(1): 8816337. [19] Tong T, Yuan S, Zhuo W, He Z, Liu Z. Seismic retrofitting of rectangular bridge piers using ultra-high performance fiber reinforced concrete jackets. Composite Structures 2019, 228: 111367. |
