Crack opening behavior of concrete reinforced with high strength reinforcing steel
A major difference between high-strength reinforcing steel and conventional steel in
concrete is that the service-load steel stress is expected to be greater. Consequently, the …
concrete is that the service-load steel stress is expected to be greater. Consequently, the …
Optimized Self-Healing in concrete using engineered aggregates
X Pan, B Gencturk - Construction and Building Materials, 2021 - Elsevier
This paper presents optimal self-healing configurations in concrete using a new concept
referred to herein as engineered aggregates (EA). EA are hollow particles designed to carry …
referred to herein as engineered aggregates (EA). EA are hollow particles designed to carry …
[HTML][HTML] Structural performance of ballastless track slabs reinforced with BFRP and SFCB
Y Yang, G Wu, ZS Wu, JB Jiang, XB Wang - Composites Part B …, 2015 - Elsevier
Because of the inductive impedance caused by steel meshes in traditional reinforced
ballastless track slabs, the electrical properties, primarily the rail resistance and inductance …
ballastless track slabs, the electrical properties, primarily the rail resistance and inductance …
Design of partially prestressed concrete beams based on the cracking control provisions
CG Karayannis, CE Chalioris - Engineering structures, 2013 - Elsevier
In the technical literature the combination of conventional steel reinforcement and
prestressing steel as strength reinforcement in a flexural concrete member is usually implied …
prestressing steel as strength reinforcement in a flexural concrete member is usually implied …
Experimental research on fatigue behavior of prestressed ultra-high performance concrete beams with high-strength steel bars
Z Deng, S Huang, Y Wang, H Xue - Structures, 2022 - Elsevier
Abstract Ultra-High Performance Concrete (UHPC) is a new type of cement-based
composite material that exhibits exceptional compressive strength, tensile properties and …
composite material that exhibits exceptional compressive strength, tensile properties and …
[HTML][HTML] An analytical solution for design of pressure tunnels considering seepage loads
MR Zareifard - Applied Mathematical Modelling, 2018 - Elsevier
In a pressure tunnel with a permeable lining, development of flow from the tunnel induces
seepage stresses in the surrounding ground and the lining. In this paper, an analytical …
seepage stresses in the surrounding ground and the lining. In this paper, an analytical …
Influence of bond slip on crack spacing in numerical modeling of reinforced concrete
G Chen, G Baker - Journal of Structural Engineering, 2003 - ascelibrary.org
This paper investigates the influence of bond slip on crack spacing in reinforced concrete. A
bond-link element is used to account for the influence of the bond slip between the concrete …
bond-link element is used to account for the influence of the bond slip between the concrete …
Blast analysis of RC beams based on moment-curvature relationship considering fixed-end rotation
GK Park, HG Kwak, FC Filippou - Journal of Structural Engineering, 2017 - ascelibrary.org
An improved numerical model that can simulate the nonlinear behavior of RC beams
subjected to blast loadings is introduced in this paper. The model is based on the moment …
subjected to blast loadings is introduced in this paper. The model is based on the moment …
Advanced three-dimensional nonlinear analysis of reinforced concrete structures subjected to fire and extreme loads
F ElMohandes - 2013 - library-archives.canada.ca
With the rise in hazards that structures are potentially subjected to these days, ranging from
pre-contemplated terror attacks to accidental and natural disasters, safeguarding structures …
pre-contemplated terror attacks to accidental and natural disasters, safeguarding structures …
受拉钢筋混凝土构件破坏过程的数值模拟
张娟霞, 唐春安, 梁正召, 张亚芳, 张永彬, 吴献 - 计算力学学报, 2007 - pubs.cstam.org.cn
采用三维材料破坏过程分析MFPA3D 系统, 对钢筋混凝土构件轴心受拉条件下的受力,
变形与内部裂纹萌生, 扩展及最终破坏全过程进行了数值试验研究. 数值模型中引入统计分布 …
变形与内部裂纹萌生, 扩展及最终破坏全过程进行了数值试验研究. 数值模型中引入统计分布 …