Abstract

An experimental investigation is conducted to analyze the performance of reinforced high strength concrete (HSC) beams under impact loading. Six reinforced HSC beams with identical dimensions and varying reinforcement ratios and span length are tested using drop-weight impact setup with a 475 kg steel weight from a clear height of 4.15 m. The experimental results have confirmed that beams with a steel reinforcement ratio ranging from 1.2% - 1.8% suffer more damage and shear cracks are more visible and wider compared to beam with a steel reinforcement ratio of 0.5%. Beams with a shear span to effective depth ratio (a/d) of 4.28 sustained more damage and wider shear cracks in comparison to beams with an a/d ratio of 3.21. A static to dynamic load ratio of about 0.5, and a static to dynamic displacement ratio of about 2 may be utilized for estimating the impact behavior of statically flexure beams.

Highlights

  • 1.1 BackgroundThe overwhelming increase in development of infrastructure over the past few decades has led to higher use of reinforced concrete (RC) members in structures due to its wide availability all over the world

  • Three-point flexural strength tests are conducted on 100×100×400 mm prisms with a clear span of 300 mm and a loading rate of 0.18 mm/min

  • There is a time lag between the maximum impact force and the maximum reaction force, which is due to the stress wave propagation traveling from the impact zone to the supports

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Summary

Background

The overwhelming increase in development of infrastructure over the past few decades has led to higher use of reinforced concrete (RC) members in structures due to its wide availability all over the world Sometimes these structural members such as beams, columns and slabs are subjected to impact loadings caused by objects striking the RC member of the structure. Examples of these loading cases are vehicle impact in parking lots and industrial plants, iceberg impact on offshore marine structures and many more. By having a well-organized experimental program, which would encompass all main design factors influencing the response under impact loading, an insight to performance guideline of RC members under impact loading will be possible to achieve

Objective and scope
Research Boundaries
Outline of the Research Report
Background of concrete beams
High strength concrete material
Tension properties of high strength (HS) concrete
Strain rate effects
Flexure Mechanism
Shear mechanism
Impact behavior of RC beams
Previous research on RC beams under impact loading
Introduction
Test Specimens
Details of Specimens
Section C
Details of HS-RC series
Drop-weight Impact Testing Setup
Drop-weight impact frame
Supporting system
Accelerometers
Quartz dynamic load cells
Strain gauges
Displacement laser sensor
Data acquisition system
Loading Protocol and Test Termination
High-strength concrete properties
Steel reinforcement properties
Static testing measurements
Crack pattern of static test
Characteristics of impact and reaction forces
Displacement response
Steel reinforcement strain response
Damage characteristics and crack patterns
Conclusions
Drop-weight impact testing summary and conclusions
Recommendations for future work
Static Moment and flexural load capacities
Flexural load carrying capacities
Full Text
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