Stress profiles in thin-walled prismatic columns subjected to crush loading-II. Bending

Wierzbicki, Tomasz; Recke, L.; Abramowicz, W.; Gholami, Tahereh; Huang, Joan

doi:10.1016/s0045-7949(05)80002-1

Cited by 100 publications

(45 citation statements)

References 3 publications

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“…The proposed theory has been verified by quasi-static bending tests. Wierzbicki et al [24] extended the concept of a superfolding element and derived a closed-form formula for the bending resistance of thin-walled box-section beams. Lately, Kim and Reid [25] proposed a more accurate theoretical solution to predict the bending collapse of thin-walled structures based on some existing analytical relationship [24].…”

Section: Introductionmentioning

confidence: 99%

Dynamical bending analysis and optimization design for functionally graded thickness (FGT) tube

Sun

Tian

Fang

et al. 2015

International Journal of Impact Engineering

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Section: Introductionmentioning

confidence: 99%

Dynamical bending analysis and optimization design for functionally graded thickness (FGT) tube

Sun

Tian

Fang

et al. 2015

International Journal of Impact Engineering

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“…Abramowicz [29,31,32,33,34], D. Kecman [30], and T. Wierzbicki [31,32,33,34] apply different ways of deriving the mathematical equations that accurately predict the bending resistance of the box section beams. In some of the simplified crash models developed previously in the literatures [24,27] and in chapter 2, these equations define the nonlinear spring elements, which s.imulate the crash behavior of the plastic hinges during a crash.…”

Section: Discussionmentioning

confidence: 99%

“…Abramowicz [29,31,32,33,34], D. Kecman [30], and T. Wierzbicki [31,32,33,34] study the crash behavior of the thin-walled box section beam and derive mathematical equations to predict its bending and axial resistance. These equations are later referred to in the development of the nonlinear spring that can successfully simulate the corresponding plastic hinges, which appear during the crash.…”

Section: Problem Descriptionmentioning

confidence: 99%

“…Unlike the straig,ht beam, the thin-walled curved beam experiences more bending and rotation during the crash instead of crushing axially. T. Wierzbicki and W. Abramowicz's theories [34,35] about the thin-walled beam subjected to its bending moment are applied to creating the simplified models.…”

Section: Simplified Modeling Of"z" Shaped Beamsmentioning

confidence: 99%

“…Therefore, for the energy dissipated along the compressive flange E camp, the equations derived in [33], [34] are adjusted while considering the geometric differences between box and channel cross sections. It is applied here as where, E cor, E diag , E b denote rate of energy dissipation by the comer deformations, diagonal hinge lines, and vertical hinge lines, respectively (see Figure 59).…”

Section: Energy Dissipating Through the Compressive Flangementioning

confidence: 99%

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Development of simplified models for crashworthiness analysis.

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Bending characteristics of partially reinforced aluminum/CFRP hybrid hat‐section beam structures with an adhesively bonded joint: An experimental, numerical, and analytical study

Hampaiyan Miandowab,

Rahmani,

Saeidi Googarchin

2024

Polymer Composites

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A significant feature about hybrid structures is the strengthening of critical areas in order to increase the load capacity of the beams. This research evaluates the energy absorption capability and bending collapse behavior of an aluminum hat‐section with adhesively bonded of carbon fiber reinforced plastic (CFRP) as a partial reinforcement (PR) hybrid beam. The aluminum layers and processed CFRP laminates were bonded with adhesive joints to produce the beams with varied layups for hybrid beams. The specimens showed a range of bending collapses, and the hybrid specimens' peak load and load drop differed depending on failure mechanism. The experimental results reveal that the amount of SEA of the hybrid beam specimens was higher compared with that of the aluminum beam, with Al/CFRP [0/90]S PR hybrid beam exhibiting an 85.9% improvement in SEA value. Subsequently, FE models of aluminum and hybrid beams were developed for bending collapse analysis, and the finite element results were consistent with the experimental specimens' validation. In addition, the consequences of progressive damage failure in the interface effect and transverse matrix damage in various layups were investigated. Eventually, the Kecman model is used to perform analytical modeling of hybrid and aluminum beams in order to examine the impact of CFRP partial reinforcing components based on various bending moment hinge lines.Highlight Bending characteristics of adhesively bonded partially reinforced Al/CFRP beam Experimental and numerical investigation on the beams under three‐point bending Analytical study for the prediction of energy absorption characteristics A good agreement between numerical, theoretical and experimental results

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Stress profiles in thin-walled prismatic columns subjected to crush loading-II. Bending

Cited by 100 publications

References 3 publications

Dynamical bending analysis and optimization design for functionally graded thickness (FGT) tube

Dynamical bending analysis and optimization design for functionally graded thickness (FGT) tube

Development of simplified models for crashworthiness analysis.

Bending characteristics of partially reinforced aluminum/CFRP hybrid hat‐section beam structures with an adhesively bonded joint: An experimental, numerical, and analytical study

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