A Rate-sensitive Analysis Of R/C Beams Subjected To Blast Loads
Q. Fang,Q-H. Qian,Y-L. Shi +2 more
TLDR
In this article, the behavior and response of structural reinforced concrete elements under severe blast loads are investigated numerically using the Timoshenko beam theory for the analysis of reinforced concrete beams, and a formally proposed rate-sensitive nonlinear material models are used to predict the dynamic property of structural steel and concrete under the blast loads.Abstract:
The behavior and response of structural reinforced concrete elements under severe blast loads are investigated numerically. The analytical approach utilizes the Timoshenko beam theory for the analysis of reinforced concrete beams. A formally proposed rate-sensitive nonlinear material models are used to predict the dynamic property of structural steel and concrete under the blast loads. Comparison between the rate-sensitive analysis and rate-in sensitive analysis in which the static strength of material is enhanced by a factor to roughly reflect the effect of strain-rate is given. The numerical results are also compared with the limited experimental data. It is demonstrated that the present consideration of the influence of strain-rate on the structural responses in design manuals leads to over conservative.read more
Citations
More filters
Journal ArticleDOI
Numerical Analysis of Prestressed Reinforced Concrete Beam Subjected to Blast Loading
Wensu Chen,Hong Hao,Shuyang Chen +2 more
TL;DR: In this article, a simply-supported prestressed reinforced concrete (RC) beam with rectangular section under blast loadings is numerically investigated by using finite element codes LS-DYNA.
Journal ArticleDOI
Effects of blast loading on prestressed girder bridges
TL;DR: In this paper, the effects of blast loading on bridges are investigated. But, very little is known about how prestressed concrete bridges respond to blast loading, and the results show that bridges are especially important in the economy and for emergency response.
Journal ArticleDOI
Performance-based probabilistic deflection capacity models and fragility estimation for reinforced concrete column and beam subjected to blast loading
Katchalla Bala Kishore,Jaswanth Gangolu,Mukesh Kumar Ramancha,Kasturi Bhuyan,Hrishikesh Sharma +4 more
TL;DR: In this paper , the authors developed performance-based probabilistic models for Reinforced Concrete (RC) column/beam subjected to near field blast, and evaluated fragility for three levels of normalized deflection demand.
Journal ArticleDOI
Structures under Synergetic Effects of Combined Blast and Impact Loads: A State-of-the-Art Review
TL;DR: In this article , a review on effect of different parameters, dynamic responses, failure types, and damage mitigation techniques for structures prone to combined actions of blast induced shock wave and fragment impact loads based on findings of experimental, numerical, and analytical research works conducted in previous literature is presented.
Journal ArticleDOI
Analytical Assessment of Blast Damage of 270,000-kL LNG Storage Outer Tank According to Explosive Charges
TL;DR: In this article, the authors evaluate the safety and serviceability of an LNG storage tank with respect to varying amounts of explosive charge and provide basic data for the design and safety evaluation of pre-stressed concrete (PSC) wall structures.
References
More filters
Book ChapterDOI
Fundamental Problems in Viscoplasticity
TL;DR: The fundamental assumption of all theories of plasticity, that of time independence of the equations of state, makes simultaneous description of the plastic and rheologic properties of a material impossible as mentioned in this paper.
Journal ArticleDOI
The Propagation of Longitudinal Waves of Plastic Deformation in a Bar of Material Exhibiting a Strain-Rate Effect
Book
Design of flexural members for static and blast loading
J. R. Allgood,G. R. Swihart +1 more
TL;DR: In this article, the design of flexural members for static and blast loading is discussed for both static and dynamical loading of a vehicle. But the work is limited to static and dynamic loading.