早期检测和分析混凝土柱中的空洞缺陷,基于红外热学和有限元素分析
Fan Yang1, Xianwang Zeng2, Qilong Xia1
1No.3 Construction Co., Ltd., Chongqing Construction Engineering Group, Chongqing 481102, China.
Materials (Basel, Switzerland)
|April 24, 2025
概括
红外热学 (IR) 可以在水化过程中检测混凝土中的蜂巢缺陷. 这种非破坏性方法有助于早期识别和修复,提高建筑质量和性能.
科学领域:
- 土木工程 土木工程是指土木工程.
- 材料科学 材料科学 材料科学
- 非破坏性测试 不破坏性测试
背景情况:
- 混凝土在建筑中至关重要,但容易出现缺陷,如蜂.
- 这些缺陷损害了结构完整性,需要昂贵的维修.
- 早期发现混凝土缺陷对于质量保证至关重要.
研究的目的:
- 提出和评估红外热学 (IR) 对于在混凝土中非破坏性检测蜂缺陷.
- 调查在混凝土水化阶段使用IR的可行性.
- 用IR分析影响缺陷检测的因素.
主要方法:
- 使用红外热学 (IR) 来分析混凝土水化过程中的温度分布.
- 采用COMSOL有限元模型来模拟缺陷特征.
- 调查了缺陷大小,环境温度和件厚度对热对比的影响.
主要成果:
- 通过分析水化过程中的温度变化,IR有效地检测到蜂缺陷.
- 该研究确定了IR缺陷检测的最佳条件.
- COMSOL建模提供了关于缺陷参数和热特征之间的关系的见解.
结论:
- 红外热学是一种可靠的非破坏性测试方法,用于发现混凝土蜂巢缺陷.
- 在混凝土水化阶段,检测最有效.
- 红外线技术为建筑质量控制中的实际应用提供了巨大的潜力.
相关概念视频
Design of Columns under a Centric Load
93
The design of columns under centric load is a fundamental aspect of structural engineering and is critical for ensuring the stability and integrity of structures. Euler's and Secant's formulas are central to understanding and calculating the critical load and deformation behaviors of columns, providing a basis for safe and effective structural design.
Euler's formula is applicable under the assumption that the column is a perfect, straight, homogenous prism, and it is operating...
Euler's formula is applicable under the assumption that the column is a perfect, straight, homogenous prism, and it is operating...
93
Microcracking in Concrete
87
Microcracking in concrete refers to the tiny cracks that can form within the material even before any external load is applied. These microcracks typically occur at the interface between the coarse aggregate and the hydrated cement paste, often as a result of differential volume changes prompted by variations in stress-strain behavior, as well as thermal and moisture movement. Initially, these microcracks remain stable and do not grow substantially until the concrete is stressed to about 30...
87
Design of Columns under an Eccentric Load
372
Designing columns to withstand eccentric loads is a critical aspect of structural engineering, ensuring structures can support off-center loads without failure. This design process must account for the additional normal stresses introduced by eccentric loading, which can significantly influence a column's stress distribution and overall stability. An eccentric load applied to a column induces normal stresses that can be conceptualized as a combination of stresses due to an equivalent...
372
Effects of Creep
70
Creep in concrete, the gradual deformation under prolonged stress, significantly impacts the integrity of structures. For reinforced concrete beams, it can be a vital design consideration, as it increases deflection, sometimes necessitating additional design measures. In columns, especially slender ones under eccentric loads, creep can cause buckling, compromising their stability. However, creep can be beneficial in indeterminate structures by mitigating stresses that arise from shrinkage,...
70
Deformation of a Beam under Transverse Loading
211
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...
The insights from the bending moment diagram extend to...
211
Eccentric Loading
290
Eccentric loading is a crucial concept in the study of structural engineering and mechanics, particularly when analyzing the stability and stress distribution in columns. Unlike centric loading, where the force is applied along the centroidal axis, causing uniform compression, eccentric loading occurs when a force is applied off-center. This off-center application introduces not only direct compressive stress but also bending stress, significantly influencing the column's behavior under...
290


