Finite Element Study of Container Structure under Normal and High Temperature

Zha, Xiaoxiong; Zuo, Yang

doi:10.1155/2016/2652149

Cited by 10 publications

(4 citation statements)

References 11 publications

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“…In other works the assessment which focused on the compliance for ISO 1496 have been presented [6]. Some of them were combined with the stacking test scale and normal and high temperature [7,8]. But none from the paper above, it discusses the comprehensive within the ASME design rules and the numerical analysis which conform the ISO rules.…”

Section: Introductionmentioning

confidence: 99%

Structural Strength Assessment of 20-ft LNG ISO Tank: an Investigation of Finite Element Analysis and ASME Design Guidance

Muttaqie¹,

Sasmito²,

Iskendar³

et al. 2022

IOP Conf. Ser.: Earth Environ. Sci.

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Following the high demand for LNG as low emission and eco-friendly energy, ISO tank containers are present as an innovative product to support the mass transportation of LNG in a cheap, effective and efficient manner. The 20-ft ISO tank is a container with a pressure vessel structure that can be intermodal with sea or land transportation like other standard dry box containers. The purpose of this paper is to present a complete procedure for evaluating the scantling size of the 20 ft ISO tank LNG type. The criteria are determined based on the standard ASME section VIII division I code for boilers and pressure vessels. The calculation includes the fulfilment of the thickness and conformity with the internal and external pressure design requirements. In addition, the finite element investigation was conducted under the various design loads and operating conditions. This analysis provides the safety level of the ASME design guidance in comparison with ISO standard FEA judgments.

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Section: Introductionmentioning

confidence: 99%

Structural Strength Assessment of 20-ft LNG ISO Tank: an Investigation of Finite Element Analysis and ASME Design Guidance

Muttaqie¹,

Sasmito²,

Iskendar³

et al. 2022

IOP Conf. Ser.: Earth Environ. Sci.

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“…However, studies into the fire performance of modular structures are limited. One study considered fire simulation for a container building [27] and several studies investigated the performance of developing composite materials such as fibre reinforced polymer (FRP). Composite materials have advantages which make them well suited to application in modular building.…”

Section: Firementioning

confidence: 99%

Structural response of modular buildings – An overview

Lacey

Chen

Hao

et al. 2018

Journal of Building Engineering

288

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Prefabrication by off-site manufacturing leads to a reduced overall construction schedule, improved quality, and reduced resource wastage. Modular building is therefore increasingly popular and promoted. With the recent promotion a number of relevant studies have been completed, however, a review of the design, construction, and performance of modular buildings under different loading conditions is lacking. This paper presents a state-of-the-art review of modular building structures. First, structural forms and construction materials are presented as a brief introduction to the modular structures. Modular building is shown to refer not to a single structure type, but a variety of structural systems and materials. These modular structures might perform differently to similar traditional structures and the structural performance is highly dependent on interand intra-module connections. The structural response of modules to different hazards is then considered, followed by the current design practice and methodology. As a currently developing area there is great potential for innovation in modular structures and several key research areas are identified for further work.

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“…Finally, five experimental studies of container with holes were verified. Zha and colleagues [14][15][16] proposed the formula of container stiffness as the single layer and multi-span, multi-layer and single-span, and multi-layer and multispan based on the principle of displacement coordination and diaphragm theory. Then proposed a new isolation system based on friction energy between containers, and the relationship between equivalent damping ratio and friction coefficient of sliding isolation structure had been obtained.…”

Section: Introductionmentioning

confidence: 99%

Theoretical and experimental studies on in-plane stiffness of integrated container structure

Zha

Zuo

2016

Advances in Mechanical Engineering

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This article presents analytical, numerical, and experimental studies on the in-plane stiffness of container buildings. First, based on diaphragm theory, parallel corrugated direction stiffness of corrugated sheet has been deduced, and based on energy method, shear modulus of two elastic principal directions of orthotropic plate has been deduced, and through stiffness conversion method, the stiffness relationship between parallel corrugated direction and vertical corrugated direction has been obtained. Combined with container frame, the container stiffness of loading end and non-loading end, as bottom side beam fixed, has been obtained. Second, through the software Abaqus, full-scale container model has been established. The loading-displacement curve of finite element model has been compared with theoretical analysis and has a good agreement. Third, through 20 and 40 ft container, corresponding experimental verification has been done, and by comparison of container stiffness, the theoretical analysis and finite element simulation have been verified. Finally, based on verified finite element model, parametric analysis of corrugated sheet size, corrugated sheeting cross section, elasticity modulus of top side beam, and every plate action for container stiffness have been given. Research result has made feasible in design and construction of container buildings and can provide some references to corresponding specification preparation.

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Finite Element Study of Container Structure under Normal and High Temperature

Cited by 10 publications

References 11 publications

Structural Strength Assessment of 20-ft LNG ISO Tank: an Investigation of Finite Element Analysis and ASME Design Guidance

Structural Strength Assessment of 20-ft LNG ISO Tank: an Investigation of Finite Element Analysis and ASME Design Guidance

Structural response of modular buildings – An overview

Theoretical and experimental studies on in-plane stiffness of integrated container structure

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