A 3D thermo-mechanical damage model for concrete including Short-Term Thermal Creep Strain (STTCS)

H Wang, L Li, X Du - Journal of Building Engineering, 2024 - Elsevier
In the current study, a Short-Term Thermal Creep Strain (STTCS) model of concrete was
innovatively developed. This model can predict the time-dependent deformation of concrete …

[HTML][HTML] High Temperature and Freeze-Thaw Study of Strengthened Concrete with Ultra-High-Performance Concrete

MG Lee, WC Wang, YC Wang, YC Kan, SL Lin… - Case Studies in …, 2024 - Elsevier
This study investigates the effectiveness of using ultra-high-performance concrete (UHPC) to
strengthen concrete members subjected to high temperature and freeze-thaw conditions …

Valorization of engineered biochar to develop ultra-high-performance fiber-reinforced concrete with low carbon emission

AM Yosri, O Zaid, M Hamad - Journal of Sustainable Cement …, 2024 - Taylor & Francis
This research introduces an innovative approach to developing carbon-negative Ultra-High-
Performance fiber-reinforced Concrete (UHPC) by incorporating substantial quantities of …

Experimental investigation on bond-slip performance and damage evolution mechanism of deformed reinforcing bar embedded in steel polyvinyl-alcohol hybrid fiber …

Q Xu, X Jiang, H Lv, C Xu - Construction and Building Materials, 2024 - Elsevier
Abstract Hybrid Fiber High Performance Concrete (HFHPC) utilizes the synergistic effects of
macro and micro fibers at different stages, which can effectively improve its mechanical …

A multiaxial thermo-mechanical damage model for concrete including Load Induced Thermal Strain (LITS)

H Wang, L Li, X Du - Structures, 2024 - Elsevier
In the current study, a multiaxial LITS model of concrete was innovatively developed. This
model can predict the behavior of concrete subjected to wide applied load level ranges from …

Cluster and regression analysis of properties of bacillus megaterium bacterial concrete

HS Singh, G Shukla - Asian Journal of Civil Engineering, 2024 - Springer
The existence of voids in concrete mix may result in deterioration in its quality when
subjected to considerable settling and shrinkage. This research aims to improve the …