Browse Topic: Operator protective structures

Items (68)
Body-in-White Reinforcements for Light-Weight Automobiles2016-01-03994/5/2016
Automotive OEMs are proactively working on vehicle light-weighting, powertrain optimization, alternate/renewable energy sources and combinations of the three to meet challenging corporate average fuel economy (CAFE) standards. Light-weighting of the body-in-white (BIW) is an obvious choice for vehicle light-weighting as this structure contributes to more than 30-35% of the total weight of a car. Changing manufacturing and assembly lines requires substantial investment. As such, OEMs are exploring short-term light-weighting strategies that do not require any major changes to the BIW. Local reinforcement for the BIW are pertinent solutions that does not require any major changes in the existing assembly lines. This paper focuses on the development of BIW reinforcement solutions using engineering thermoplastic materials that can be mounted at appropriate locations on a vehicle’s BIW to achieve significant weight savings without compromising crash performance. Various design and material configurations - including plastic, metal-plastic and composite-plastic structural members - mounted on the BIW are evaluated through CAE studies for various crash scenarios such as high-speed frontal crashes, side impact, pole impact and rollover. The CAE studies, performed using generic vehicle models, quantify the potential weight-savings in a vehicle by either replacing the existing reinforcements using a lighter system or by incorporating additional reinforcements in the BIW by down-gauging the existing BIW. Approaches to correlate the CAE studies using component level testing and validation of generic reinforcements are also investigated. Data from all of this work indicate that the use of BIW reinforcements can achieve significant weight reduction (∼ 1.5%) in a vehicle, while also ensuring no compromise in crash performance.
Munjurulimana, DineshKulkarni, AmitNagwanshi, DhanendraThambi, Joel LutherWinters, RuudDelaney, Matthew
Multidisciplinary Design Optimization of BEV Body Structure2015-26-02291/14/2015
Blade Electric Vehicle (BEV) with a light body plays an important role in saving the energy and reducing the exhaust emission. However, reducing the body weight need to meet the heterogeneous attributes such as structural, safety and NVH (Noise, Vibration and Harshness) performance. With the rapid development of finite element (FE) analysis technology, simulation analysis is widely used for researching the complex engineering design problem. Multidisciplinary Design Optimization (MDO) of a BEV body is a challenging but meaningful task in the automotive lightweight. In present research, the MDO is introduced to optimize a BEV Body-in-White (BIW). The goal of optimization is to minimize the mass of the BIW while meeting the following requirements: structural performance (the bending and torsion stiffness is increased), NVH performance (the first overall torsion frequency is increased), and safety performance (the roof crush resistance is improved).The sample points were obtained by using Design of Experiment (DOE) with optimal Latin hypercube. The approximation models of mass, bending stiffness, torsion stiffness, modal and safety were established with the polynomial response surface method (RSM). The thicknesses of nine parts of the BIW were selected to be optimized by Muti-island Genetic Algorithm (MGA) method. After the MDO of the BIW, the paper drew the following conclusions: 1.The predictive values of the approximation and the results of FE simulation had a good agreement with an error less than 5.00% and the former met the engineering requirements; 2.The weight of the BIW was reduced by 2.00% and the optimized BIW met all prescribed requirements about structural, NVH and safety performance.
Zhang, JibingHu, SanbaoGuo, XuexunZhou, Quan
Evaluation of Different Roof Strength Methods in Quasi-Static and Dynamic Rollover Tests Using Finite Element Analysis of a 2003 Ford Explorer Model2014-01-05324/1/2014
Different roof strength methods are applied on the 2003 Ford Explorer finite element (FE) model to achieve the current Federal Motor Vehicle Safety Standard (FMVSS) 216 requirements. Two different modification approaches are utilized. Additionally, the best design of each approach is tested dynamically, in rollover and side impact simulations. In the first approach, several roll cage designs are integrated in all pillars, roof cross-members, and in the side roof rails. A roll cage design with a strength-to-weight ratio (SWR) of 3.58 and 3.40 for driver and passenger sides, respectively, with a weight penalty of 18.54 kg is selected for dynamic test assessments. The second approach investigates different localized reinforcements to achieve a more reasonable weight penalty. A localized reinforcement of the B-pillar alone with a tube meets the new FMVSS 216 requirements with a weight penalty of 4.52 kg and is selected for dynamic analyses. The two selected reinforcement designs are tested in a dynamic unconstrained rollover crash under different pitch angles while using common rollover initial conditions. Based on the limited dynamic analysis, the localized reinforcement has proved to be an effective approach for front row seat protection. However, passengers in the rear seats are better protected by the roll cage solution. Additionally, side impact analysis is examined for both approaches. Overall, the influence of both reinforcement methods on the side impact is small and therefore deemed acceptable. These methods can be incorporated in vehicle's roof structure or taken into consideration for future vehicle designs.
Albrodt, Simon B.Tahan, FadiDigges, Kennerly
This SAE Recommended Practice applies only to excavators, as defined in SAE J/ISO 6165, working above ground, near an excavated or free standing bank or mine face which is higher than the top of the cab, or in demolition applications of free standing buildings or objects higher than the top of the cab.
OPTC4, Protective Structures
This SAE Standard defines requirements relating to the elements of design, operation, and maintenance of light utility vehicles. The safety specifications in this document apply to any self-propelled, operator-controlled, off-highway vehicle 1829 mm (72 in) or less in overall width, exclusive of added accessories and attachments, operable on three or more wheels, primarily intended to transport material loads or people, with a gross vehicle weight of 2500 kg (5500 lb) or less, and a maximum design speed less than or equal to 40.23 km/h (25 mph). This document is not intended to cover Go-Karts (ASTM F2007-07a), Fun-Karts (ASTM F2011-02e1), Dune Buggies, and all terrain vehicles (ATVs) complying with ANSI/SVIA 1.
Special Purpose Vehicle Committee
This SAE Standard defines the safety and performance requirements for Low Speed Vehicles (“LSV”). The safety specifications in this document apply to any powered vehicle with a minimum of 4-wheels, a maximum level ground speed of more than 32 km/h (20 mph) but not more than 40 km/h (25 mph),), and a maximum gross vehicle weight of 1361 kg (3000 lb), that is intended for operating on designated roadways where permitted by law.
Special Purpose Vehicle Committee
This SAE Standard applies to operator protective structures which may commonly be a part of construction, forestry, mining, and industrial machines.
OPTC4, Protective Structures
Minimum Performance Criteria for Falling Object Guards for ExcavatorsJ1356_200804 (Historical)4/14/2008
This SAE Recommended Practice applies only to excavators, as defined in SAE J/ISO 6165, working above ground, near an excavated or free standing bank or mine face which is higher than the top of the cab, or in demolition applications of free standing buildings or objects higher than the top of the cab. The evaluations are for resistance to penetration of guards to the point of infringement of the Deflection Limiting Volume (DLV, see SAE J397). The performance requirements of a representative specimen (that is, within the manufacturer's specifications), are based on the performance of proven structures under laboratory evaluation procedures. The areas protected include the top of the operator station (Top Guard), for protection from falling objects, and the front of the operator station (Front Guard), for protection from objects which approach the front of the cab. Although falling object guards meeting the following criteria may not give crush protection under all conceivable circumstances in which the machine could be struck from above or the front, it is expected that crush protection will be ensured under at least the loading condition specified in the tests listed in Section 5. This document establishes a consistent, repeatable test procedure and performance requirements for evaluating guards intended to provide excavator operators with reasonable protection from falling objects such as rocks.
OPTC4, Protective Structures
A Case Study in Structural Optimization of an Automotive Body-In-White Design2008-01-08804/14/2008
A process for simultaneously optimizing the mechanical performance and minimizing the weight of an automotive body-in-white will be developed herein. The process begins with appropriate load path definition though calculation of an optimized topology. Load paths are then converted to sheet metal, and initial critical cross sections are sized and shaped based on packaging, engineering judgment, and stress and stiffness approximations. As a general direction of design, section requirements are based on an overall vehicle “design for stiffness first” philosophy. Design for impact and durability requirements, which generally call for strength rather than stiffness, are then addressed by judicious application of the most recently developed automotive grade advanced high strength steels. Sheet metal gages, including tailored blanks design, are selected via experience and topometry optimization studies. Full-vehicle CAE analysis of the stiffness, durability and impact performance are then used to further refine the sheet metal design. In the next round of iteration, individual components of the body-in-white, such as the shock towers, are optimized using the aforementioned optimization tools and process. In all, using a generic mid-sized SUV body as a test case, it is demonstrated that in using this process, there exists the opportunity to reliably reduce the mass of a body-in-white structure by between 6 and 15 percent while still meeting stiffness, durability and impact goals.
Baskin, Donald M.Reed, David B.Seel, Thomas N.Hunt, Martyn N.Oenkal, MevluetTakacs, ZoltanVollmer, Axel B.
Theoretical Analysis of a Method of Computing Dynamic Roof Crush During Rollovers2007-01-03664/16/2007
A method of computing dynamic roof crush in rollover accidents has been proposed (Bidez, et al., 2005; Cochran et al., 2005). The method used data obtained from accelerometers mounted to the roof rails of sport utility vehicles, along with other measurements, to compute the instantaneous deformation of the roof rails during dolly rollover crash tests. We examined the feasibility and practicality of this methodology in three ways. First, the theoretical derivation was examined. Errors appeared to have been made in deriving and/or interpreting the equations used to compute instantaneous roof crush. Next, a three-dimensional dynamic rollover simulation program was run to produce ideal acceleration data (Yamaguchi et al., 2006, 2005). Using these data, the equations in original, uncorrected form predicted dynamic roof deformations when none existed. When the equations were corrected, the simulation data yielded proper roof positions and no roof deformations. Finally, a dolly rollover test was conducted to generate real-world accelerometer data. The vehicle was heavily braced internally to avoid producing significant roof crush. Vibrational “noise” present in the real-world accelerometer data caused a large amount of calculational error in the dynamic roof crush calculations. Sensor positioning and angular alignment errors also may have contributed. These results indicate that the method of computing dynamic roof crush from accelerometer data is theoretically feasible when correct equations and ideal data are used, but is impractical using measured real world accelerometer and angular rate sensor data.
Yamaguchi, Gary T.Ashby, Blake M.Luepke, Peter A.Moore, Tara L.A.Bove, Robert T.Corrigan, Catherine Ford
Ultra High Strength FeMn TWIP Steels for Automotive Safety Parts2005-01-13274/11/2005
Energy savings are among the most important goals of steel users. But generally, the increase of Tensile Strength for a given metallurgy is obtained to the detriment of ductility. ARCELOR develops new ultra high strength steel with TWinning Induced Plasticity (TWIP) effect for weight reduction and impact resistance. This product based on a manganese (Mn) alloying metallurgy has a tensile stress higher than 1000 MPa for a total elongation superior to 50%. This text deals with mechanical testing, welding and different design solutions which could be associated with this new steel grade in comparison with conventional UHS steel (HSLA, DP, TRIP, etc.). Tensile and formability properties are presented first by means of basic tests (stretching, bending, etc.) in order to classify the different steels. Then welding parameters and mechanical behavior of spot weld are presented. In addition to this, the crash resistance is investigated by using a dynamic axial compression test and a dynamic three point bending test on structural components with closed and open cross sections. For each steel grade, the estimated weight saving potential is compared with respect to parts manufactured in high drawing ability steel. Fatigue resistance is also investigated on this material and on welding assembly by using cyclic test. The exceptional mechanical characteristics of this product permit to propose innovative steel design solutions for automotive safety component.
Cornette, D.Cugy, P.Hildenbrand, A.Bouzekri, M.Lovato, G.
Minimum Performance Criteria for Falling Object Guards for ExcavatorsJ1356_200208 (Historical)8/23/2002
This SAE Recommended Practice applies only to excavators, as defined in SAE J/ISO 6165, working above ground, near an excavated or free standing bank or mine face which is higher than the top of the cab, or in demolition applications of free standing buildings or objects higher than the top of the cab. The evaluations are for resistance to penetration of guards to the point of infringement of the Deflection Limiting Volume (DLV, see SAE J397). The performance requirements of a representative specimen (that is, within the manufacturer's specifications), are based on the performance of proven structures under laboratory evaluation procedures. The areas protected include the top of the operator station (Top Guard), for protection from falling objects, and the front of the operator station (Front Guard), for protection from objects which approach the front of the cab. Although falling object guards meeting the following criteria may not give crush protection under all conceivable circumstances in which the machine could be struck from above or the front, it is expected that crush protection will be ensured under at least the loading condition specified in the tests listed in Section 5. This document establishes a consistent, repeatable test procedure and performance requirements for evaluating guards intended to provide excavator operators with reasonable protection from falling objects such as rocks.
OPTC4, Protective Structures
ADVANCED DESIGNS FOR SIDE IMPACT AND ROLLOVER PROTECTION9861725/31/1998
Every year in the U.S., about 8,000 fatalities occur in side impacts, and about 9,500 fatalities occur in vehicle rollovers. Severe head trauma and spinal cord injuries are the prevalent traumatic injuries that are directly related to the extent of inward crushing or intrusion into the occupant's “survival space” and to the rigidity and shape of interior edges and surfaces. Based on accident evaluations and assessment of available technologies, there are feasible and practical advanced design features for vehicle bodies and interiors that can concurrently enhance both side-impact protection and rollover roof-integrity protection: Strengthened vehicle body by the use of rigid-foam-filled tubular members that strengthen and stiffen the vehicle body, by tripling resistance to bending and compression. Strengthened doors with full-perimeter overlap and multiple latches. Multi-layer laminated floorpans, cross-panels, and roofs of composite materials. Roof tubular members in an interconnected design, with full-length internal stiffeners and/or rigidfoam-filled. Wrap-around stronger seats with taller headrests, and integral seatbelts and belt pre-tensioners that activate in side impacts and when rollovers are initiated. Energy-absorbent closed-cell padding of interior surfaces, some with a metal-air-gap underlayer. Side airbags for torso and head protection. Side window glass-plastic glazing and perimeter bonding, to cushion head impacts and prevent occupant ejection from the vehicle. The main objects of these safety upgrades are to (A) encourage deflection of the striking vehicle and struck vehicle away from each other, (B) minimize intrusion into the occupant's “survival space”, (C) reduce the velocity differential between the struck vehicle and the occupant kinematic movements, (D) restrain and cushion the occupant's head and torso, or allow contact with energy-absorbing materials to maximize distribution of contact forces.
Bloch, Byron
Injury Causation in Rollover Accidents and the Biofidelity of Hybrid III Data in Rollover Tests9803622/23/1998
There is a continuing debate in the scientific literature and among policy making bodies regarding the role of roof crush in the causation of rollover accident injuries. A question arising from field studies is whether the correlation between roof crush and injuries occurs because roof crush causes injuries or because roof crush is associated with accident severity, which is related to injury potential. Recent literature is reviewed to address this question. The Malibu rollover tests have been criticized for the level of “potentially injurious impacts” measured in the Hybrid III dummies used in these studies. Additionally, it has been asserted that the Hybrid III neck is excessively stiff in compression and that experimental testing with the Hybrid III produces results that are not representative of human occupant responses. A careful review of the literature reveals that the Hybrid III and cadavers have similar neck stiffnesses in some loading modes when subjected to the same boundary conditions. The time history of neck forces developed in a drop test using a Hybrid III dummy was compared to the time history of neck forces found in recently published cadaver drop tests and found to be similar. A published computational model proposing a causal relationship between roof stiffness and injury was found to be inaccurate and non-representative of human occupant kinematics. Research to date has found that roof crush is not causally related to injuries in typical rollover accidents.
Piziali, RobertHopper, RobertGirvan, DanielMerala, Raymond
Performance Criteria for Falling Object Guards for ExcavatorsJ1356_198802 (Historical)2/1/1988
This SAE Recommended Practice applies only to excavators, as defined in SAE J/ISO 6165, working above ground, near an excavated or free standing bank or mine face which is higher than the top of the cab, or in demolition applications of free standing buildings or objects higher than the top of the cab. The evaluations are for resistance to penetration of guards to the point of infringement of the Deflection Limiting Volume (DLV, see SAE J397). The performance requirements of a representative specimen (that is, within the manufacturer's specifications), are based on the performance of proven structures under laboratory evaluation procedures. The areas protected include the top of the operator station (Top Guard), for protection from falling objects, and the front of the operator station (Front Guard), for protection from objects which approach the front of the cab. Although falling object guards meeting the following criteria may not give crush protection under all conceivable circumstances in which the machine could be struck from above or the front, it is expected that crush protection will be ensured under at least the loading condition specified in the tests listed in Section 5. This document establishes a consistent, repeatable test procedure and performance requirements for evaluating guards intended to provide excavator operators with reasonable protection from falling objects such as rocks.
OPTC4, Protective Structures
Occupant Protection for All-Terrain Vehicles87192010/1/1987
The last few years have witnessed a steadily increasing growth in the sales and use of three and four wheel all-terrain recreational vehicles (ATVs). These vehicles are promoted for off-road use and are operated in widely varied environments ranging from dry desert surfaces to wet hilly wooded areas of the country. The design of the ATV and its intended purpose make it an attractive vehicle for a large cross-section of the general public. The general appearance of the vehicle suggests a relatively simple and safe means of transportation, even in environments which have heretofore had limited accessibility. However, it appears that the design and operational characteristics of these vehicles require more of a driver than he may initially assume as evidenced by the number of injuries and deaths that have occurred. How can the number of deaths be reduced and the severity of injuries be lessened? The intent of this paper la to address these questions by focusing on occupant protection for the driver by means of a rollover protective structure (ROPS) and a seat restraint system. These questions are addressed by: analyzing accidents which have occurred to understand how ATV injuries and deaths occur, applying existing technology and knowledge of HOPS and restraint systems on other vehicles, using creative engineering in the application of this knowledge, and determining the safety tradeoffs, if any. A ROPS and a seat restraint system (patent pending) were developed for a four-wheeled ATV without any apparent degradation of the ATV stability and maneuverability. The addition of the seat restraint system by itself appears to greatly enhance the ability to ride the vehicle by providing body support for various operating positions. However, from a safety standpoint a ROPS must accompany the incorporation of the seat restraint system.
Dahle, John L.
A rollover test of the Terex Rollover Protective Cab was conducted by Engineering Methods, Inc. using finite element analysis. The analysis follows SAE procedure J1040C for testing the performance of rollover protective structures (ROPS). The MSC/NASTRAN version 61B finite element program was used in the analysis, which includes the geometric stiffening and nonlinear material property options. The analysis predicts the extent of permanent deformation of the protective cab, and the energy absorbed during rollover. Computer graphic software developed by Engineering Methods, Inc. was used for geometry plotting and post-processing of the displacements and stress levels throughout the structure. A simplified stick model of the protective cab was used for displacement plots at various stages of the analysis. Translucent color stress plots of the full model were also prepared at maximum horizontal and maximum vertical load cases.
Hunckler, Charles J.Purdy, Robert J.Austin, Randy D.
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