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Related Concept Videos

Multiple Pipe Systems01:21

Multiple Pipe Systems

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Multipipe systems consist of complex configurations of interconnected pipes designed to transport fluids efficiently across intricate networks. They are essential in engineering applications requiring precise control over flow distribution, pressure, and head loss. They are categorized into series, parallel, loop, and network configurations, each distinguished by unique flow characteristics and applications.
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In pipe flow analysis, problems are typically categorized into three types — Type I, Type II, and Type III — based on the known parameters and the desired outcome. Each type of problem addresses specific engineering requirements using fluid properties, pipe characteristics, and operational conditions.
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When freshly poured concrete is exposed to freezing temperatures before it has set, the water within the concrete can freeze. This expansion disrupts the setting process, delays chemical reactions necessary for hardening, and increases the volume of pores within the hardened concrete, which weakens its overall structure. If the concrete manages to reach an appreciable strength before it freezes, the damage can be somewhat mitigated.
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Insulation Coordination01:23

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Insulation coordination is the process of matching electric equipment's insulation strength with protective device characteristics to protect the equipment against expected overvoltages. This selection is based on engineering judgment and cost. Equipment can generally withstand short-duration high transient overvoltages, but repeated tests with identical waveforms can yield inconsistent results. As a result, standard impulse voltage waveforms are used for testing, defined by specific times...
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Mass concreting refers to the process of placing large volumes of concrete, such as in gravity dams. The heat generated during the cement hydration process and differential cooling rates within the concrete mass can lead to a temperature gradient, which can result in thermal cracks in the concrete mass.
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Design Example: Joints in Concrete Pavements01:28

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Concrete pavement joints are essential for maintaining the structural integrity and longevity of pavement by controlling where and how the pavement cracks. These joints can be categorized based on their functions, such as contraction or control joints, construction joints, isolation joints, and expansion joints.
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Related Experiment Video

Updated: Apr 15, 2026

Mechanical Expansion of Steel Tubing as a Solution to Leaky Wellbores
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Automated Installation System for Joint Casing with Circumferential Temperature Control in District Heating Pipelines

Seungbeom Jang1, Yuhyeong Jeong1, Youngjin Jeon1

  • 1Department of Mechanical Engineering, Hanyang University, Ansan-Si 15588, Republic of Korea.

Polymers
|April 14, 2026
PubMed
Summary

This study defines thermal criteria for heat-shrinkable crosslinked polyethylene (PEX) casings, ensuring proper activation and preventing damage. A new two-stage heating method improves joint bonding and consistency compared to manual torch heating.

Keywords:
DSC-defined thermal activationcrosslinked polyethylene (PEX)heat-shrinkable polymerinterfacial bondingthermal criteriatwo-stage heating sequence

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Area of Science:

  • Materials Science
  • Polymer Engineering
  • Thermal Analysis

Background:

  • Heat-shrinkable crosslinked polyethylene (PEX) casings are used for joint protection.
  • Accurate thermal control during installation is critical for PEX casing performance.
  • Existing installation methods lack precise thermal management, leading to inconsistent results.

Purpose of the Study:

  • To establish experimentally grounded circumferential thermal criteria for PEX joint casings.
  • To develop an optimized heating sequence for PEX casing installation.
  • To improve the reliability and performance of PEX joint installations.

Main Methods:

  • Differential Scanning Calorimetry (DSC) to determine thermal activation temperature.
  • Through-thickness thermal lag measurements under constrained irradiation.
  • Full-scale temperature mapping to analyze circumferential non-uniformity.
  • Development and testing of a two-stage heating sequence.

Main Results:

  • Identified PEX activation temperature at 140 °C via DSC.
  • Observed 10-15 °C lower outer-surface temperatures in non-irradiated areas due to geometric limitations.
  • Developed a two-stage heating sequence (high-power followed by soaking) to meet inner and outer surface temperature constraints.
  • Achieved stable interfacial bonding and cohesive failure in the mastic layer with improved repeatability and reduced strength scatter.

Conclusions:

  • The proposed thermal criteria and two-stage heating sequence ensure effective PEX casing activation and prevent thermal damage.
  • This method enhances joint bonding stability and reduces installation variability compared to manual torch heating.
  • The framework provides a transferable procedure for designing heating conditions in constrained field environments for heat-shrinkable polymer systems.