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相关概念视频

Method of Sections: Problem Solving I01:27

Method of Sections: Problem Solving I

580
Consider a symmetrical roof truss structure, composed of vertical, diagonal, and horizontal members. The length of each horizontal member is 4 m. The lengths of the vertical members FB and HD are 4 m, while the length of member GC is 6 m. The loads acting at joints F, G, and H are 2 kN, while those at joints A and E are 1 kN.
580
Simple Trusses01:21

Simple Trusses

1.8K
A truss is a structural framework consisting of slender members connected at joints, designed to support external loads while minimizing material usage and weight. Simple trusses are a type of planar truss where all members lie within a single two-dimensional plane.
The most basic planar truss is a simple truss with three members arranged in a triangular formation. This triangular truss is inherently stable and rigid due to its geometry, making it an ideal starting point for creating more...
1.8K
Deformation of a Beam under Transverse Loading01:15

Deformation of a Beam under Transverse Loading

306
Understanding beam deflection, particularly for indeterminate beams with overhanging segments and multiple concentrated loads, is crucial for ensuring structural integrity and functionality. The process begins with constructing an accurate free-body diagram, which helps identify the forces and moments acting on the beam. This diagram is vital for visualizing how bending moments vary along the beam's length, influencing its curvature.
The insights from the bending moment diagram extend to...
306
Method of Sections: Problem Solving II01:30

Method of Sections: Problem Solving II

1.0K
Consider an arbitrary truss structure composed of diagonal, vertical, and horizontal members fixed to the wall. To calculate the force acting on members CB, GB, and GH, method of sections can be used. The loads and lengths of the horizontal and vertical members are known parameters, as shown in the figure.
1.0K
Space Trusses: Problem Solving01:29

Space Trusses: Problem Solving

596
A space truss is a three-dimensional counterpart of a planar truss. These structures consist of members connected at their ends, often utilizing ball-and-socket joints to create a stable and versatile framework. Due to its adaptability and capacity to withstand complex loads, the space truss is widely used in various construction projects.
Consider a tripod consisting of a tetrahedral space truss with a ball-and-socket joint at C. Suppose the height and lengths of the horizontal and vertical...
596
Design of Prismatic Beams for Bending01:23

Design of Prismatic Beams for Bending

244
The design of prismatic beams, structural elements with a uniform cross-section, focuses on ensuring safety and structural integrity under load. The design process begins by determining the allowable stress, either from material properties tables, or by dividing the material's ultimate strength by a safety factor. This safety factor is essential for accommodating uncertainties, and varies depending on the material—timber, steel, or concrete—with each having unique strength and...
244

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相关实验视频

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Determination of the Mechanical Properties of Flexible Connectors for Use in Insulated Concrete Wall Panels
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Determination of the Mechanical Properties of Flexible Connectors for Use in Insulated Concrete Wall Panels

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对新型双三角木架核心三明治结构损坏故障的研究.

Cao Zhongliang1, Yang Sixin1

  • 1School of Mechanical Engineering, Jiangsu University of Technology, Changzhou 213000, China.

Heliyon
|October 9, 2023
PubMed
概括

使用碳纤维增强聚乙烯 (CF/PEEK) 的新型双三角托架核心三明治结构表现出增强的曲阻力. 这种改进的性能解决了复合材料的低粘合强度问题.

科学领域:

  • 材料科学 材料科学 材料科学
  • 机械工程 机械工程
  • 复合材料 复合材料 复合材料

背景情况:

  • 传统的三明治结构面临着面部和核心材料之间的粘合强度低的挑战.
  • 热塑性复合材料,如碳纤维增强聚乙烯 (CF/PEEK) 提供了改进材料接口的潜力.

研究的目的:

  • 提出和研究一套新的双三角杆核心三明治结构,加固框架.
  • 评估这种新型结构在三点曲负荷下曲性能和故障机制.
  • 为了比较其性能与传统的蜂和V形核心结构.

主要方法:

  • 理论分析以确定曲刚性和强度的预测方程.
  • 使用Abaqus模拟三点曲并预测故障模式的有限元建模.
  • 通过比较理论和数值结果进行实验验证.

主要成果:

  • 理论和有限元模型显示出良好的一致性,平均误差为7.94%的屈曲曲线.
  • 与蜂巢和V形结构相比,拟议的双三角结构核心结构显示出优越的曲阻力和最终承载能力.
  • 识别的故障模式包括面板缩,钢筋断裂和核心杆曲/断裂.

结论:

关键词:
损坏故障的故障是损坏故障.有限元素分析的研究.理论预测模型的理论预测模型托盘核心的三明治结构.

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  • 新的双三角芯三明治结构有效地提高了粘合强度和曲性能.
  • 开发的理论模型准确地预测了结构反应,验证了设计.
  • 这种结构为需要复合材料高曲性应用提供了一个有前途的替代方案.