Yu-Yang Pang
Southeast University
Digital image correlationHysteresisDissipationFinite element methodBond lengthComposite materialBeam (structure)Materials scienceModulusUltimate loadTension (physics)Shear stressCarbon fiber reinforced polymerFlangeStiffnessSteel structuresBonded interfaceInterfacial bondShear modulusQuasistatic processCarbonPolymerSlip (materials science)Stress intensity factorFailure mode and effects analysisStructural engineeringAdhesiveBondDelaminationMonotonic functionFibre-reinforced plasticStress (mechanics)
7Publications
5H-index
51Citations
Publications 7
Newest
#1Yu-Yang Pang (SEU: Southeast University)H-Index: 5
#2Gang Wu (Ministry of Education)H-Index: 34
Last. Xiaoyuan He (SEU: Southeast University)H-Index: 22
view all 4 authors...
The failure mode is crucial to the interfacial bond performance between carbon-fiber-reinforced polymer plates and steel substrates. Existing studies mainly focused on the cohesive failures in the ...
3 CitationsSource
#1Yu-Yang Pang (SEU: Southeast University)H-Index: 5
#2Gang Wu (Ministry of Education)H-Index: 34
Last. Xiaoyuan He (SEU: Southeast University)H-Index: 22
view all 5 authors...
The bond–slip degradation relationship between carbon fiber-reinforced polymer and steel in a freeze–thaw environment is crucial to evaluate the long-term service performance of steel structures st...
6 CitationsSource
#1Hai-Tao Wang (Hohai University)H-Index: 9
#2Gang Wu (Ministry of Education)H-Index: 34
Last. Habeeb Muhammad Zakari (Hohai University)H-Index: 1
view all 5 authors...
Abstract This paper reports an experimental study on the fatigue behavior of bonded interfaces between carbon fiber reinforced polymer (CFRP) plates and steel plates. A total of 20 single-shear bonded joints were tested under monotonic and fatigue loading. The digital image correlation (DIC) method was employed. The effects of the load ratio, adhesive thickness and adhesive type on the fatigue life were investigated. The failure mode, fatigue life, relative slip, load-slip curve, CFRP strain and...
12 CitationsSource
#1Yu-Yang Pang (SEU: Southeast University)H-Index: 5
#2Gang Wu (Ministry of Education)H-Index: 34
Last. Ye Liu (SEU: Southeast University)H-Index: 1
view all 4 authors...
Abstract The bond-slip degradation relationship of a carbon fiber reinforced polymer (CFRP)-steel bonded interface is crucial for predicting the long-term behavior of CFRP-strengthened steel structure under a freeze-thaw (F-T) environment. A total of 16 single-shear bonded joints were tested to investigate the effect of the bond length and the F-T cycles on the CFRP-steel bonded interfaces. The strains on the CFRP surface and the relative slips between the CFRP plate and steel plate were measure...
9 CitationsSource
#1Yu-Yang Pang (SEU: Southeast University)H-Index: 5
#2Gang Wu (Ministry of Education)H-Index: 34
Last. Xiaoyuan He (SEU: Southeast University)H-Index: 22
view all 5 authors...
Abstract Copious studies have focused on the bond behavior under monotonic loading. However, relative research under quasi-static cyclic loading is still limited. In order to improve the understanding of the bond behavior of CFRP-steel interfaces under quasi-static cyclic loading, an experimental study was conducted in this paper. A series of the CFRP-steel single-shear specimens were manufactured to investigate the effects of bond length, adhesive thickness, adhesive type and loading procedures...
15 CitationsSource
#1Hai-Tao WangH-Index: 9
#2Gang WuH-Index: 34
Last. Habeeb Muhammad ZakariH-Index: 1
view all 4 authors...
This paper presents a theoretical and finite element (FE) study on the stress intensity factors of double-edged cracked steel beams strengthened with carbon fiber reinforced polymer (CFRP) plates. By simplifying the tension flange of the steel beam using a steel plate in tension, the solutions obtained for the stress intensity factors of the double-edged cracked steel plate strengthened with CFRP plates were used to evaluate those of the steel beam specimens. The correction factor α1 was modifie...
1 CitationsSource
#1Hai-Tao Wang (Hohai University)H-Index: 9
#2Gang Wu (SEU: Southeast University)H-Index: 34
Last. Yu-Yang Pang (SEU: Southeast University)H-Index: 5
view all 3 authors...
: This paper presents a theoretical and numerical study on the stress intensity factors for double-edged cracked steel plates strengthened with fiber reinforced polymer (FRP) plates. Based on the stress intensity factor solution for infinite center-cracked steel plates strengthened with FRP plates, expressions of the stress intensity factors were proposed for double-edged cracked steel plates strengthened with FRP plates by introducing two correction factors: β and f. A finite element (FE) simul...
15 CitationsSource