A structural engineer sheds light on the potential design factors that may have contributed to the collapse of the Baltimore bridge caused by a ship collision

Photo of author

By theusabulletin.com

A structural engineer sheds light on the potential design factors that may have contributed to the collapse of the Baltimore bridge caused by a ship collision. The Baltimore bridge collapse, which occurred recently, has been attributed to a ship collision, as stated by structural engineer Jerome Hajjar. According to Hajjar, the impact of the container ship involved in the collision may have surpassed the anticipated loads that were considered during the bridge’s design phase. This unfortunate incident prompted a swift and coordinated emergency response from multiple agencies, resulting in the successful rescue of two individuals from the water. However, six individuals still remain missing.

Hajjar further emphasizes that older bridge designs might not have adequately accounted for the potential risks posed by larger commercial ships that exist in today’s maritime industry. This revelation serves as a stark reminder of the importance of ensuring that bridge designs are capable of withstanding the challenges presented by modern-day circumstances.

The collapse of the Baltimore bridge stands as a tragic event that has garnered significant attention due to its devastating consequences. It serves as a wake-up call for engineers and policymakers to reevaluate and update existing bridge designs to account for the ever-evolving demands of the shipping industry. The incident highlights the need for comprehensive risk assessments and the incorporation of robust safety measures in bridge construction and maintenance.

Furthermore, this incident underscores the significance of effective emergency response systems and interagency collaboration. The successful rescue of two individuals from the water demonstrates the importance of a well-coordinated effort in mitigating the impact of such disasters. However, the fact that six individuals are still missing serves as a reminder of the challenges faced in such rescue operations and the need for continuous improvement in emergency response protocols.

In conclusion, the Baltimore bridge collapse, caused by a ship collision, has shed light on the potential vulnerabilities of older bridge designs in the face of modern challenges. This tragic event serves as a catalyst for reevaluating and updating bridge designs to ensure they can withstand the increasing demands
of the shipping industry. It also emphasizes the importance of effective emergency response systems and interagency collaboration in mitigating the impact of such disasters. Hajjar continues to expound on the matter, stating, “It is conceivable that as the support structure failed, it exerted a downward force on the bridge, exacerbating the situation. However, even if the bridge had merely been resting on the support, the failure of the structure itself, causing a significant deflection downwards, would have been sufficient to trigger the collapse.”

The steel-arched marvel, known as the Francis Scott Key Bridge, forms an integral part of Interstate 695 and held the distinction of being the second-longest continuous-truss bridge span in the world at the time of its construction. To this day, it proudly stands as the third longest, as confirmed by the esteemed American Society of Civil Engineers. This magnificent feat of engineering was successfully completed in the year 1977.

The vessel responsible for this unfortunate incident is a Singapore-flagged cargo ship named Dali. According to the reputable New York Times, the ship’s owners have acknowledged that it collided with a pillar of the bridge at approximately 1:30 a.m., thankfully resulting in no injuries to anyone aboard the ship.

Hajjar admits that determining whether the bridge was structurally deficient is a challenging task. It is plausible that the bridge’s design was not inherently flawed, especially when considering the significant impact of a container ship colliding with it.

Hajjar also elaborates on how commercial ships, especially those visiting busy ports, frequently pass under bridges comparable in size to the Francis Scott Key Bridge.

While Hajjar refrains from commenting on the specific design aspects of the Francis Scott Key Bridge, he does offer his insight, stating, “I would assume that these supports are engineered to withstand a certain degree of lateral or sideways load, such as the one experienced in this incident.”

“Consequently, I would also assume that the magnitude of this load far exceeded the typical design loads,” he adds. It is worth noting that the most common cause of bridge failure is a phenomenon known as scouring, which occurs when the soil surrounding the bridge’s foundation erodes.

Hajjar concludes, “If the bridge support had been subjected to years of scouring, whereby the rushing water gradually deteriorates the soil conditions at the base of the support, it is plausible that even a lighter load could have resulted in this catastrophic event. However, it is challenging to definitively ascertain this, as the load in question was undeniably substantial.”

These investigations aim to identify the root causes of the collapse and determine if there were any design flaws, construction errors, or maintenance issues that contributed to the failure. In the case of bridges, the increasing size of commercial container ships has posed new challenges for engineers.

The larger size and weight of these ships put additional stress on the infrastructure, including bridges that were not originally designed to accommodate such loads. This mismatch between the load size and the expected loads at the time of bridge design can lead to structural weaknesses and potential hazards.

As the demand for goods continues to rise globally, the shipping industry has responded by constructing even larger container ships. These mega-ships can carry thousands of containers and require deeper and wider shipping channels to navigate. This has led to the need for larger and stronger bridges to support these vessels.

However, the construction of new bridges or the retrofitting of existing ones to accommodate these larger ships is a complex and costly process. It requires careful planning, engineering expertise, and significant investment. In some cases, it may not be feasible or economically viable to modify existing infrastructure to meet the demands of these mega-ships.

The potential hazards associated with the navigation of these larger ships also extend beyond bridges. The increased size and draft of these vessels can pose challenges in narrow waterways, shallow ports, and congested shipping lanes. Navigating these mega-ships requires skilled pilots and advanced navigation systems to ensure safe passage.

Furthermore, the complexity of navigating these larger ships can also increase the risk of accidents, such as collisions with other vessels or grounding. The consequences of such incidents can be severe, resulting in environmental damage, loss of cargo, and potential loss of life.

To address these challenges, the shipping industry and regulatory bodies are continuously working to improve safety standards and navigation practices. This includes the development of advanced technologies, such as real-time monitoring systems, improved ship design, and enhanced training for ship crews and pilots.

In conclusion, the increasing demand for goods globally has led to the growth of commercial container ships, which in turn has resulted in more complex navigation and potential hazards. The mismatch between the load size and the expected loads at the time of bridge design is a crucial factor in bridge failures. The structural engineering community takes collapses very seriously and conducts meticulous investigations to determine the root causes. As the shipping industry continues to evolve, it is essential to address the challenges posed by these larger ships to ensure the safety and efficiency of global trade.

Leave a Comment