Effects of the position and chloride-induced corrosion of strand on bonding behavior between the steel strand and concrete
H Li, Y Yang, X Wang, H Tang - Structures, 2023 - Elsevier
Degradation of bonding behavior due to chloride-induced corrosion of steel strands is
critical for serviceability of prestressed concrete structures. In this paper, total thirty-one …
critical for serviceability of prestressed concrete structures. In this paper, total thirty-one …
Parametric finite element analysis of RC wide beam-column connections
This paper presents the finite element analysis (FEA) of reinforced concrete wide beam-
column connections using the theoretical context of the concrete damaged plasticity (CDP) …
column connections using the theoretical context of the concrete damaged plasticity (CDP) …
Prestress loss diagnostics in pretensioned concrete structures with corrosive cracking
Concrete cracking induced by strand corrosion can degrade bond strength and lead to
prestress loss. A novel model is proposed to predict corrosion-induced prestress loss in …
prestress loss. A novel model is proposed to predict corrosion-induced prestress loss in …
Post-tensioned anchorage zone: A review
The most critical portion of the post-tensioned concrete members is the anchorage zone.
Since the tensioned concrete is weaker than the untensioned concrete, there is a very high …
Since the tensioned concrete is weaker than the untensioned concrete, there is a very high …
Thermal fatigue of die-casting dies: An overview
Coupled studies by experimental and numerical simulations are necessary for an increased
understanding of the material behaviour as related to the interaction between the thermal …
understanding of the material behaviour as related to the interaction between the thermal …
Experimental study of innovative bolted shear connectors in demountable cold-formed steel–concrete composite beams
Although cold-formed steel (CFS) members have been widely used in structures, their
application is limited due to the buckling and instability of these members. To enhance their …
application is limited due to the buckling and instability of these members. To enhance their …
Mechanical behavior of an innovative steel–concrete joint for long-span railway hybrid box girder cable-stayed bridges
Y Yao, M Yan, Z Shi, Y Wang, Y Bao - Engineering Structures, 2021 - Elsevier
This research proposes an innovative steel–concrete joint, which utilizes front and rear
bearing plates and concrete filled steel cells, for long-span railway hybrid box girder cable …
bearing plates and concrete filled steel cells, for long-span railway hybrid box girder cable …
Bond between 0.7-inch-diameter steel strands and UHPC: Pullout test, finite element simulation, and estimation of transfer length
Y Zhan, Z Li, K Chen, Y Sun, Y Li, F Yue… - Construction and Building …, 2024 - Elsevier
In prestressed structures, the combination of Ultra-High Performance Concrete (UHPC) and
large-diameter steel strands can have a synergistic effect, but whether this synergy can be …
large-diameter steel strands can have a synergistic effect, but whether this synergy can be …
Non-linear finite element analysis of grouted connections for offshore monopile wind turbines
Abstract Grouted Connections (GCs) are vital structural components of Offshore Wind
Turbine (OWT) substructures. On monopiles to achieve a GC, tubular hollow steel piles are …
Turbine (OWT) substructures. On monopiles to achieve a GC, tubular hollow steel piles are …
Low clinker high performance concretes and their potential in CFRP-prestressed structural elements
Three novel low-clinker-high-performance concretes (LCHPC) with clinker replacement
levels of 54, 58 and 70% were developed to substitute high-performance concrete (HPC) in …
levels of 54, 58 and 70% were developed to substitute high-performance concrete (HPC) in …