Effects of Blast Loading on Engineering Structures – An Overview

Effects of Blast Loading on Engineering Structures

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 [12]. 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 [14]. 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 [11].

Explosions can be classified based on their nature as:
  • Physical
  • Chemical
  • Nuclear and
  • Electrical
In physical explosions, energy is released from the catastrophic failure of a cylinder of compressed gas, volcanic eruptions or even mixing of two liquids at different temperatures. In chemical explosions, fuel mixes with air or another oxidizer and results in rapid combustion reactions and gets ignited. These combustion explosions can involve a fuel in the form of vapor dust or mist reacting with water. In nuclear explosion, energy is released from the formation of different atomic nuclei by fusion or fission. Materials used to produce nuclear explosion by fission contains isotopes of uranium and plutonium, whereas, in nuclear fusion, a pair of light nuclei fuse together to form nucleus of heavier atom. In electrical explosions, energy is released from an arc event or other electrical failures [1].

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).

    Air and Surface Blast

    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). [16].

    Fully confined, Unconfined and Partially unconfined

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 [10].

Table 1. Estimated quantities of explosives in various vehicles
Vehicle type Charge (mass/ kg)
Compact car trunk 115
Trunk of a large car 230
Closed van 680
Closed truck 2270
Truck with a trailer 13610
Truck with two trailers 27220
Blast load profile

Blast load profile
At the time of blast, there is increase in the pressure above the ambient atmospheric pressure Po, and reaches its peak value called over pressure Pso. The pressure then decays into ambient level at time td, then decays further to an under pressure Pso- creating a partial vacuum before eventually returning to ambient conditions at time td+td-. The time the pressure takes to return to normal is called the time duration (Fig .3) [1].

Construction materials

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 [12].

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 [14].
Blast load mitigation

Typical layout of sacrificial blast wall
  • 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) [12].

    Different shapes of structures and their arrangement for blast pressure reduction
Case Studies
World Trade Center, Twin Towers, New York

Typical representation of progressive collapse of WTC towers.
On 11th of September 2001, the Twin Towers were attacked by aircrafts which lead to the collapse of the towers. The combined impact of the aircraft and the fires induced in many storeys caused the progressive collapse of the towers. The burning of the jet fuel developed temperatures in the range of 600-8000C in the steel. Under these conditions of prolonged heating, the rigidity and strength of structural steel were reduced. This caused further progressive local element failures in addition to those failed from initial impact. The primary explanations for the failure suggested that the connections of the floor supporting trusses to the frame tube column were not strong enough. The visco-plastic buckling of the heated and overloaded columns caused top part of the tower to fall through the height of at least one storey and then showed that the kinetic energy of the impact on the lower part must have exceeded the energy absorption capacity of lower part (Fig.6) [21].

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 [3].

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
Effect of blast on bridge pier

Test set-up from front diagonal view
Figure 7: Test set-up from front diagonal view
In this case study, blast load testing was conducted on ductile RC columns and non-ductile RC columns retro fitted with steel jackets. The bent of experimental specimen is shown in Fig.7. The bent consists of two identical RC columns RC1 and RC2 and two identical steel jacketed RC columns SJ1 and SJ2 connected to cap beam and a footing. Both the columns failed in direct shear rather in flexural yielding. After the test, it was found that column with steel jacketing performs satisfactorily than column without steel jacketing [7].


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.

  1. T. Ngo, P. Mendis, A. Gupta, J. Ramsay, Blast loading and blast effects on structures - An overview, Electron. J. Struct. Eng. 7 (2007) 76–91. doi:no DOI.
  2. B.S.V.P.P.G.H. Cet, Analysis of Blast Loading Effect on Regular Steel Building, 6 (2007) 86–91.
  3. T. Ngo, P. Mendis, T. Krauthammer, Behavior of Ultrahigh-Strength Prestressed Concrete Panels Subjected to Blast Loading, J. Struct. Eng. 133 (2007) 1582–1590. doi:10.1061/(ASCE)0733-9445 (2007) 133:11 (1582).
  4. D.G. Winget, K. a. Marchand, E.B. Williamson, Analysis and Design of Critical Bridges Subjected to Blast Loads, J. Struct. Eng. 131 (2005) 1243–1255. doi: 10.1061/ (ASCE) 0733-9445 (2005) 131:8 (1243).
  5. M.S. Al-Ansari, Building response to blast and earthquake loading, Int. J. Civ. Eng. Technol. 3 (2012) 327–346.
  6. B.J. Zapata, D.C. Weggel, Collapse study of an unreinforced masonry bearing wall building subjected to internal blast loading, J. Perform. Constr. Facil. 22 (2008) 92–100. doi:10.1061/(ASCE) 0887-3828(2008) 22:2(92).
  7. S. Fujikura, M. Bruneau, D. Lopez-Garcia, Experimental Investigation of Seismically Resistant Bridge Piers under Blast Loading, J. Bridg. Eng. 13 (2008) 63–71. doi:10.1061/(ASCE) BE.1943-5592.0000124.
  8. R. Pape, K.R. Mniszewski, A. Longinow, M. Kenner, Explosion Phenomena and Effects of Explosions on Structures. III: Methods of Analysis (Explosion Damage to Structures) and Example Cases, Pract. Period. Struct. Des. Constr. 15 (2010) 153–169. doi:10.1061/ (ASCE)SC.1943-5576.0000040.
  9. P. Esper, Investigation of Damage to Buildings Under Blast Loading and Recommended Protection Measures, 9th International Structural Engineering Conference, Abu Dhabi (2003).
  10. H. Drganic, V. Sigmund, Blast Loading on Structures, (2012).
  11. I.G. Cullis, Blast Waves and How They Interact With, Shock Waves. (2001) 16–26.
  12. M.D. Goel, V.A. Matsagar, Blast-Resistant Design of Structures., Pract. Period. Struct. Des. Constr. 19 (2014) 1–9. doi:10.1061/(ASCE)SC.1943-5576.0000188.
  13. C. Shim, N. Yun, R. Yu, D. Byun, Mitigation of Blast Effects on Protective Structures by Aluminum Foam Panels, Metals (Basel). 2 (2012) 170–177. doi:10.3390/met2020170.
  14. P.S. Agrawal, Review Paper on Structures of Blast Loading and Blast Effects on Structures, (2015).
  15. N. Munirudrappa, Priyanka. M, Blast Loading and Its Effects on Structures - A Critical Review, NBM&CW. (2012).
  16. Z. Koccaz, F. Sutcu, N. Torunbalci, Architectural and Structural Design for Blast Resistant Buildings, 14th World Conf. Earthq. Eng. Oct. 12-17, 2008. (2008).
  17. H. Yalciner, Structural response to blast loading: The effects of corrosion on reinforced concrete structures, Shock Vib. 2014 (2014). doi:10.1155/2014/529892.
  18. M.P. Byfield, Behavior and Design of Commercial Multistory Buildings Subjected to Blast, J. Perform. Constr. Facil. 20 (2006) 324–329. doi:10.1061/(ASCE)0887-3828(2006)20:4(324).
  19. P.H. Gilbert, F. Asce, J. Isenberg, G.B. Baecher, M. Asce, L.T. Papay, L.G. Spielvogel, J.B. Woodard, E. V Badolato, Infrastructure Issues for Cities — Countering Terrorist Threat, Managing. 9 (2003) 44–54. doi:10.1061/(ASCE)1076-0342 (2003) 9:1(44).
  20. C. Gurley, Structural Design for Fire in Tall Buildings, Pract. Period. Struct. Des. Constr. 13 (2008) 93–97. doi:10.1061/ (ASCE)1084-0680 (2008) 13:2(93).
  21. Z. Bazant, Y. Zhou, Why did the World Trade Centre collapse? - Simple analysis, J. Mech. ASCE. (2002) 2–6. doi:10.1061/ASCE0733-93992002128:12.

NBM&CW November 2017

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