Nauman Sheikh

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Following are some of my current research projects

 

Box Beam Extruder End Terminal

 

An end terminal for box beam guardrail has been recently developed. This terminal extrudes and flattens the box beam while deflecting it away from the impacting errand vehicle. Box beam extruder has been developed through extensive use of LS-DYNA finite element simulations and several component level and full-scale crash tests.

 

 

 

Security Barriers for High Impact Loads

 

Several security barrier designs have been investigated for high impact loads. Simulations were performed using LS-DYNA. For some of the designs, concrete damage material model was incorporated in the simulations to evaluate concrete failure under vehicular impact. Newly developed APTEKs Continuous Surface Cap Model (CSCM) was used to predict concrete failure.

 

 

 

Hybrid Energy Absorbing Reusable Terminal (HEART)

 

HEART is a newly developed crash cushion to be used in highway safety applications that will mitigate injuries to occupants of errant vehicles. It is composed of corrugated plates of High Molecular Weight/High-Density Polyethylene (HMW/HDPE), supported on steel diaphragms, which slide on a fixed rail. HEART is a combination of plastic and steel which forms a largely self-restoring and largely reusable crash cushion. Consequently, HEART has a major cost advantage over conventional crash cushion designs. HEART has been developed through extensive use of finite element analysis with LS-DYNA and various component level and full-scale crash tests.

 

Download simulation vs. test AVI

 

 

Aesthetic Concrete Barrier Design Guidelines

 

A large parametric study using finite element simulations has been conducted under NCHRP 22-19 project. The objective was to develop preliminary design guidelines for aesthetic surface treatment of safety-shaped median barriers. Simulations were conducted using 2000 kg pickup truck model impacting rigid safety-shape median barriers at 100 mph and impact angle of 25 degrees. Occupant Compartment Deformation (OCD) of the truck was assessed using truck floorboard internal energy as a surrogate measure.

 

 

Effect of Bridge Parapet Orientation on Vehicle Stability

Performance of bridge rail parapets with different orientations was evaluated using comparative finite element simulations. A 2000 kg pickup truck model impacted an F-shape parapet at an angle of 25 degrees and an initial velocity of 100 km/h. To isolate the effect of parapet deflection from the effect of parapet orientation on vehicle kinematics, the parapet was model as rigid. Simulations were conducted for roadway cross-slopes of 0, 20 to 1, 15 to 1, 12.5 to 1 and 10 to 1. Effects on several vehicle dynamics parameters such as roll, pitch, yaw and barrier climb were investigated.