[HTML][HTML] Three-dimensional strength criterion for rocks: A review

J Liu, X Li, J Xiao, Y Xie, K Xia - Energy Reviews, 2024 - Elsevier
Deep rocks are typically under a true-triaxial stress state. The strength of deep rock is thus
dictated by both the direction and magnitude of principal stresses. The formulation of three …

Damage assessment of reinforced concrete structures using a model-based nonlinear approach–A comprehensive review

MU Hanif, Z Ibrahim, K Ghaedi, H Hashim… - … and Building Materials, 2018 - Elsevier
Reinforced concrete construction is the most popular construction material so far and has
significantly contributed to the constantly expanding infrastructure. Nonetheless, this …

Fractional elastoplastic constitutive model for soils based on a novel 3D fractional plastic flow rule

D Lu, J Liang, X Du, C Ma, Z Gao - Computers and Geotechnics, 2019 - Elsevier
A novel three-dimensional (3D) fractional plastic flow rule that is not limited by the
coordinate basis of the differentiable function is proposed based on the fractional derivative …

A nonlinear dynamic uniaxial strength criterion that considers the ultimate dynamic strength of concrete

D Lu, G Wang, X Du, Y Wang - International Journal of Impact Engineering, 2017 - Elsevier
The existing test results and semi-empirical equations of the rate-dependent concrete
strength have overestimated the actual dynamic strength because they do not distinguish …

[HTML][HTML] Anisotropic damage model for concrete and other quasi-brittle materials

J Vilppo, R Kouhia, J Hartikainen, K Kolari… - International Journal of …, 2021 - Elsevier
A thermodynamically consistent formulation to model anisotropic damage for quasi-brittle
materials is proposed. The model is based on proper expressions for the specific Gibbs free …

Thermodynamic constitutive model for granular soils considering particle shape distribution

Y Xiao, F Liang, Z Zhang, H Wu, H Liu - Computers and Geotechnics, 2023 - Elsevier
Particle shape has a significant effect on the shear strength and shear dilatancy properties of
granular materials. This study presents a granular thermodynamic theory investigate the …

Effect of buried depth on seismic response of rectangular underground structures considering the influence of ground loss

C Ma, D Lu, X Du, C Qi - Soil dynamics and earthquake engineering, 2018 - Elsevier
Great efforts have been made in investigating the effect of buried depth influencing the
seismic response of rectangular underground structures, however, a consensus hasn't been …

Dynamic compressive behavior of hybrid basalt-polypropylene fibers reinforced coral aggregate concrete

X Zhang, D Niu - Journal of Building Engineering, 2024 - Elsevier
In this study, the effects of strain rate, fiber type, and hybrid fiber content on the dynamic
mechanical properties of basalt-polypropylene fiber reinforced coral aggregate concrete …

[HTML][HTML] A 3D fractional elastoplastic constitutive model for concrete material

D Lu, X Zhou, X Du, G Wang - International Journal of Solids and Structures, 2019 - Elsevier
The core mission to establish elastoplastic constitutive model is how to determine the
magnitude and direction of plastic strain increment for material under the given load …

A new constitutive model for steel fibre reinforced concrete subjected to dynamic loads

L Yang, X Lin, H Li, RJ Gravina - Composite Structures, 2019 - Elsevier
The use of steel fibre reinforced concrete (SFRC) in protective structures has gained
worldwide interest due to its superior mechanical characteristics. At present, hydrocode …