Reliability Research of Masonry Column Strengthened with CFRP Based on Monte-Carlo Method

Li Li; Hong Yi Jiang; Yi Zheng; Yu Lin Yang; Mei Zhu Sun

doi:10.4028/www.scientific.net/AMR.163-167.3079

Paper Titles

The Research of Concrete Durability Design
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X-Ray Computed Tomography Studies of 3D Meso-Defect Volume Distribution Changes of Cement Paste due to Carbonation
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The Application of Unascertained Theory in Quality Comprehensive Evaluation of Bridge Engineering
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Behavior of Different Corrosion Ratio RC Beams under Fatigue and Monotonic Loads
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Reliability Research of Masonry Column Strengthened with CFRP Based on Monte-Carlo Method
p.3079

Efficient Algorithm of Engineering Structural Reliability and its Realization with Matlab
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Engineering Structural Reliability Calculation Based on Algorithm of Most Optimization Calculation and its Realization with Lingo
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Predicting the Remaining Service Life of Reinforced Concrete Members after Fire Exposure
p.3094

Reliability Analysis of Earth Slopes Using Differential Evolution
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167Reliability Research of Masonry Column...

Reliability Research of Masonry Column Strengthened with CFRP Based on Monte-Carlo Method

Abstract:

CFRP(Carbon Fiber Reinforced Plastics) reinforced structure, as one kind of new technology, has been applied extensively in concrete structure, and CFRP reinforced masonry structure has been began studying and applied. But reliability research of masonry strengthened with CFRP is less, which restrains applying of CFRP. In the paper, Combined with the theory of reliability and tests, supposed that it is basic random variable that strength of brick and mortar and geometry dimension of members and effect of load, it is established that the stability probabilistic formula of brick column reinforced by CFRP under axial-loading. Its reliability is calculated, by means of Matlab. Under the action of different loads and total loads being constant, it is analyzed that the relationship of index of reliability and ratio of loading effect. Some useful results are gotten. And the result calculated is reasonable and reliable and it may supply engineering personnel with computer basis.

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Periodical:

Advanced Materials Research (Volumes 163-167)

Pages:

3079-3083

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.163-167.3079

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Online since:

December 2010

Authors:

Li Li, Hong Yi Jiang, Yi Zheng, Yu Lin Yang, Mei Zhu Sun

Keywords:

Carbon Fiber Reinforced Polymer/Plastic (CFRP), Masonry, MATLAB, Monte-Carlo, Reliability

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