Akshaykumar Sanaki, Rakshitha J, Sanket Desai, Post Graduation Student,
N. Munirudrappa, Professor, Department of Civil Engineering, Dayananda Sagar College of Engineering, Shavige Malleshwara Hills, Kumarswamy Layout, Bengaluru, India.
The present study aims at providing an overview on the blast loading and blast effects on engineering structures. The use of vehicle bombs to attack city centers has been a feature of campaigns by terrorist organizations around the world. A bomb explosion within or immediately nearby a building can cause catastrophic damage on the building’s external and internal structural frames, collapsing of walls, blowing out of large expanses of windows, and shutting down of critical life-safety systems. Loss of life and injuries to occupants can result from many causes, including direct blast-effects, structural collapse, debris impact, fire, and smoke. The indirect effects can combine to inhibit or prevent timely evacuation, thereby contributing to additional casualties. In addition, major catastrophes resulting from gas-chemical explosions result in large dynamic loads, greater than the original design loads of many structures. Due to the threat from such extreme loading conditions, efforts have been made during the past three decades to develop methods of structural analysis and design to resist blast loads. The analysis and design of structures subjected to blast loads require a detailed understanding of blast phenomena and the dynamic response of various structural elements. This paper presents a comprehensive overview of the effects of explosion on structures. An explanation of the nature of explosions and the mechanism of blast waves has been highlighted.
In recent years, due to the increase in terrorist activities throughout the world, historical structures or structures of importance are exposed to threats from blast induced impulsive loads. Also, with the use of recently discovered chemicals and advancements in technology, blast magnitudes have increased . Explosion within the structure or nearby structures can cause sudden or catastrophic damage to the building’s external and internal structural frames, collapsing of walls, blowing out large windows, loss of life and injuries to occupants, etc. Therefore, the structures are to be designed for an adequate level of blast resistance. However, designing of structures to be fully blast resistance is not realistic and economical . But with the help of current engineering and architectural knowledge one can enhance the new and existing structures to mitigate the effects of an explosion resulting due to blast.
It can be defined as the sudden conversion of potential energy into kinetic energy with the production and release of gas under pressure. The sudden liberation of energy causes increase in temperature and pressure so that the materials present are converted into hot compressed gases. Since these gases are at high temperature and pressure, they expand rapidly creating a pressure wave which is known as shock waves. It is a thin transitive area propagating with supersonic speed in which there is a sharp increase of density, pressure, and speed of the substance. They arise when the speed of the source wave is greater than the sound wave. A shock wave in air is generally referred to as blast wave .
Explosions can be classified based on their nature as:
- Nuclear and
Explosions can also be divided into two categories:
- Unconfined explosions: It can occur as air blast or surface blast.
Air blast- Air blast explosion takes place at a given distance and at a certain height away from the structure. It causes amplification of wave due to reflection of ground before it reaches the structure (Fig.1a).
Surface blast- Explosion takes place close to or on the ground surface. The reflected wave merges with the incident wave at the point of detonation and forms a single wave. The interaction of incident wave with reflected wave causes a phenomenon known as Mach Stem (Fig.1b).
- Confined explosions: If the explosions occur within the structure, the peak pressures associated with the initial wave fronts are extremely high and are enhanced by the reflection within the structure depending on the degree of confinement high temperatures and accumulation of gaseous products of chemical reactions in the blast increases pressures and load duration within the structure. The combined effect of these pressures yield to the collapse of the structure. Proper ventilation to the buildings can reduce strength and duration of pressure (Fig.2). .
It is defined as a material which is capable of producing an explosion by its own energy. High performance explosive possess the ability to release the energy over a very small time period. The energy released is in the order of 8km/sec .
|Table 1. Estimated quantities of explosives in various vehicles|
|Vehicle type||Charge (mass/ kg)|
|Compact car trunk||115|
|Trunk of a large car||230|
|Truck with a trailer||13610|
|Truck with two trailers||27220|
The materials used for structural construction are sand, aggregates, steel, and advanced light weight material such as foams, composite, etc. Lightweight energy absorbing materials results in lower peak reflected over pressure. These materials have shown high potential for the application in blast mitigation in the form of sacrificial blast walls. Other materials such as shock-proof glass, indestructible plastic, and blast- proof fabric, etc. can also be used .
Effects of blast load
- Direct ground shock: An explosive which is buried completely or partially below the ground surface will cause a ground shock. This results in horizontal vibration of the ground similar to that of earthquake.
- Heat: A part of the explosive energy is converted to heat. Due to increase in temperature, the building materials get weakened. Heat can cause fire if the temperature is high enough.
- Primary fragments: Fragments from the explosive source which are thrown into the air at high velocity may destroy windows and glass facades and cause victims among inhabitants and passers-by.
- Progressive collapse: If a blast directly destroys a column or a beam other structural members may also fail. This starts a chain reaction of failures which my result in complete collapse of the structure .
- Standoff distance: It is the distance from the blast source and the structure. In case of congested areas, where there is no provision for standoff distance bollards, trees, street furniture are to be provided as obstacles.
- Sacrificial blast walls: It is the protective barricade that protects the structure from an explosion. The main aim of the wall is to keep the energy imparted by the explosion from reaching the structure which is to be protected from permanent damage and should function well after the blast (Fig.4).
- Reduction of pressure by shaping the buildings: It has been found that structural shapes and dimensions affect the design blast load considerable. A square edge section results in higher peak reflected over pressure when compared with rectangular long edge section subjected to blast loads. In case of a circular shaped structure, the highest peak reflected over pressure is observed at a point on the edge, which is nearest to the explosion. This pressure diminishes in magnitude towards both the sides of the center. Further, in modern buildings, it is observed that a parabolic or cubic shaped facade performs better than an upright faced facade. Thus, by analyzing the shape of the building, the design can be made or altered to the shape that results in minimum design blast load and simultaneously provides usable area (Fig.5) .
World Trade Center, Twin Towers, New York
Behavior of Ultra-high strength concrete panels subjected to blast loads
From the obtained results of this case study, we can conclude that Reactive Powder Concrete (RPC) can be a very effective material for blast resistance. 100mm thick Ultra High Strength Concrete (UHSC) panels perform extremely well with minor cracks, whereas, 75mm thick panels suffered moderate damage. Pre-stressed panels were able to sustain considerable deflection under very high loading rates and UHSC panels eliminate the risk of injury or damage caused by concrete debris as they do not break-up into fragments when subjected to blast .
|Table 2. Details of test panels|
|Panel number||Panel ID||Type of panels||Material||Thickness(mm)||Standoff distance(m)|
|1||UHSC-1||Prestressed 15.2mm tendons at 100||UHSC fc`=164.2MPa||100||30|
|2||UHSC-2||Prestressed 15.2mm tendons at 100||UHSC fc`=164.2MPa||100||40|
|3||UHSC-3||Prestressed 15.2mm tendons at 200||UHSC fc`=164.2MPa||75||40|
|4||NSC-1||Normal reinforcement (N16 at 200 ways on the tension face, yield strength 500MPa)||NSC fc`=39.8MPa||100||40|
Figure 7: Test set-up from front diagonal view
An overview on blast/explosions and their effects on engineering structures were highlighted. Case studies and experimental works involving blast loading were discussed and a brief overview is brought out. These include the study of WTC Twin Tower collapse, the study of UHSC concrete panels subjected to blast loading and the effect of blast on bridge pier. This paper throws light on various blast response mitigation strategies to be incorporated at the design level and include the concept of standoff distance, use of sacrificial walls and geometrical shapes of the structure which plays an important role in response to the blast pressure. The construction materials to be utilized in blast-resistant construction were also taken into account which included lightweight materials like lightweight concrete, composites, foams, etc. Thus, we can conclude that the structures cannot be made completely blast-resistant but the effects can be de-emphasized by above mentioned mitigation measures. Also, when structures of significant importance are prone to terrorist attacks, it becomes necessary that we make the structures blast-resistant for missile attacks or vehicle bombs for which studies have to be further carried out by considering the concept of dynamic plasticity.
The authors of the present paper would like to acknowledge the authors of the papers mentioned in references.
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