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Experimental and numerical investigation of the flexural performance of channel steel-bolt joint for prefabricated subway stations

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Frontiers of Structural and Civil Engineering 2024年第6期18卷 918-935页

作者： Lei WANG Shengyang ZHOU Xiangsheng CHEN Xian LIU Shuya LIU Dong SU Shouchao JIANG Qikai ZHU Haoyu YAO College of Civil and Transportation Engineering Shenzhen UniversityShenzhen 518060China Key Laboratory of Coastal Urban Resilient Infrastructures(MOE) Shenzhen UniversityShenzhen 518061China Shenzhen Key Laboratory of Green Efficient and Intelligent Construction of Underground Metro StationShenzhen UniversityShenzhen 518061China College of Civil Engineering Tongji UniversityShanghai 200092China Shenzhen Municipal Design&Research Co. Ltd.Shenzhen 518029China Shenzhen Metro Group Co. Ltd.Shenzhen 518026China

flexural performance of joints is critical for prefabricated *** study presents a novel channel steel-bolt(CB)joint for prefabricated subway ***-scale tests are carried out to investigate the flexural behavior of the CB joint under the design loads of the test-case *** addition,a three dimensional(3D)finite element(FE)model of the CB joint is established,incorporating viscous contact to simulate the bonding and detachment behaviors of the interface between channel steel and *** on the 3D FE model,the study examines the flexural bearing mechanism and influencing factors for the flexural performance of the CB *** results indicate that the flexural behavior of the CB joint exhibits significant nonlinear characteristics,which can be divided into four *** illustrate the piecewise linearity of the bending moment-rotational angle curve,a four-stage simplified model is proposed,which is easily applicable in engineering *** study reveals that axial force can enhance the flexural capacity of the CB joint,while the preload of the bolt has a negligible *** flexural capacity of the CB joint is approximate twice the value of the designed bending moment,demonstrating that the joint is suitable for the test-case station.

关键词： channel steel-bolt joint flexural performance full-scale test numerical simulation prefabricated subway station

flexural and longitudinal shear performance of precast lightweight steel-ultra-high performance concrete composite beam

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Frontiers of Structural and Civil Engineering 2023年第5期17卷 704-721页

作者： Ze MO Jiangrui QIU Hanbin XU Lanlan XU Yuqing HU Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education School of Civil EngineeringSoutheast UniversityNanjing 211189China College of Civil and Transportation Engineering Hohai UniversityNanjing 210024China School of Civil Engineering Jiangsu Open UniversityNanjing 210036China

In this study,the flexural and longitudinal shear performances of two types of precast lightweight steel–ultra-high performance concrete(UHPC)composite beams are investigated,where a cluster UHPC slab(CUS)and a normal UHPC slab(NUS)are connected to a steel beam using headed studs through discontinuous shear pockets and full-length shear pockets,*** show that the longitudinal shear force of the CUS is greater than that of the NUS,whereas the interfacial slip of the former is *** to its better integrity,the CUS exhibits greater flexural stiffness and a higher ultimate bearing capacity than the *** further optimize the design parameters of the CUS,a parametric study is conducted to investigate their effects on the flexural and longitudinal shear *** square shear pocket is shown to be more applicable for the CUS,as the optimal spacing between two shear pockets is 650 ***,a design method for transverse reinforcement is proposed;the transverse reinforcement is used to withstand the splitting force caused by studs in the shear pocket and prevent the UHPC slab from *** to calculation results,the transverse reinforcement can be canceled when the compressive strength of UHPC is 150 MPa and the volume fraction of steel fiber exceeds 2.0%.

关键词： precast steel-UHPC composite beam flexural performance longitudinal shear performance parametric study transverse reinforcement ratio

Experimental Study on the Static and Fatigue performance of Corroded RC Beams Strengthened with AFRP Sheets

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China Ocean Engineering 2010年第3期24卷 539-552页

作者：邓宗才肖锐 The Key Laboratory of Urban Security and Disaster Engineering Ministry of EducationBeijing University of Technology

In order to research the strengthening effects of aramid fiber reinforced polymer （AFRP） sheets on the flexural performance of corroded reinforced concrete （RC） beams, the static and fatigue performance of corroded RC beams strengthened with non-prestressed AFRP sheets under different degrees of corrosion （minor： reinforcement mass loss is 2.0%, medium： reinforcement mass loss is 6.0%） have been researched experimentally in this paper, to compare with that of the control beams （un-strengthened and un-corroded） and un-strengthened corroded beams, and additionally compare with fatigue performance of those medium corroded RC beams strengthened with prestressed AFRP sheets with permanent anchors. The results show that, （1） compared with un-strengthened corroded beams under the same degrees of corrosion, the cracking, yield and ultimate monotonic loads of the minor corroded RC beam strengthened with non-prestressed AFRP sheets is respectively increased by 20%, 27% and 60%, whereas for the medium corroded RC beam strengthened with non-prestressed AFRP sheets increased by 15%, 36% and 83% respectively. The ultimate deflection of the medium corroded beam strengthened with non-prestressed AFRP sheets is 166% larger than that of the corroded un-strengthened beam under the monotonic load. （2） The fatigue life of the non-prestressed AFRP strengthened medium corroded beam is 10.4 times more than that of the un-strengthened corroded beam, but lower than that of the unstrengthened-uncorroded （virgin） beam. （3） Fatigue experiments of the beams strengthened with prestressed AFRP sheets and with those non-prestressed AFRP sheets show that the fatigue life of the retrofit RC beams increase with increasing prestress level of AFRP sheets.（4） The use of AFRP sheets for strengthening corroded RC beams is an efficient technique that can maintain the structural integrity and enhance the structural behavior of such beams.

关键词： corrosion prestressed AFRP sheets flexural performance fatigue reinforced concrete beam

flexural behavior of in-plane bending glass structures for design method

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Journal of Central South University 2015年第8期22卷 3133-3140页

作者：吴丽丽王元清严茂超石永久张恒秋 School of Mechanics and Civil Engineering China University of Mining and Technology Department of Civil Engineering Key Laboratory of Civil Engineering Safety and Durability of Ministry of Education(Tsinghua University)

Experimental study was carried out on the in-plane bending behavior of glass plates without lateral supports, and the effects of the factors, such as height-to-span ratio, on the stability of glass panels were studied. Results show that the in-plane bending glass plates with both ends simply supported and their upper edge free lose overall stability under loads, which belongs to the limit-point type of instability. It is found that the buckling load increases linearly with the increase of height-to-span ratio of the glass plates. The lateral stress of in-plane bending glass plates without lateral supports increases linearly under loads; while the large-area stress increases nonlinearly and the lateral stress is not the controlling factor of instability. In finite element analysis, the first buckling mode is regarded as the initial imperfection and imposed on the model as 1/1000 of the span of the components. The numerical buckling load according to the theory of large deflection is less than the experiment result, which is more conservative and can provide some reference for design. For the design method, when the in-plane load is imposed on the glass plate, its lateral strength and the deflection should be verified. Considering the stability of the in-plane bending glass plate without reliable lateral support, buckling is another possible failure mode and calls for verification.

关键词： load-bearing glass structure flexural performance in-plane bending buckling

Research on mechanical performance of longitudinal joints in segmental tunnel linings strengthened by fiber-reinforced plastic grid with polymer−cement−mortar method

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Frontiers of Structural and Civil Engineering 2024年第10期18卷 1610-1625页

作者： Xianda FENG Dejun LIU Yihao GUO Fei ZHONG Jianping ZUO Wei LIU School of Civil Engineering and Architecture University of JinanJinan 250022China School of Mechanics and Civil Engineering China University of Mining and TechnologyBeijing 100083China State Key Laboratory of Coal Resources and Safe Mining China University of Mining and TechnologyBeijing 100083China

In this study,we propose the use of a fiber-reinforced plastic grid with polymer−cement−mortar(FRP Grid-PCM)to reinforce segment joints in tunnel shield *** joints play a crucial role in determining bearing capacity but are vulnerable to deterioration during *** investigate how to enhance the flexural performance of longitudinal shield lining joints,we built eccentric short column specimens by bolting two half-corbel columns together and tested them in the *** test program comprised two control specimens and three strengthened specimens with FRP grid applied on one side,away from the axial *** tests varied two main parameters:loading eccentricity and the number of FRP grid *** conducted a detailed analysis of the failure process,bearing capacity,and bending stiffness of longitudinal joints under different ***,we developed an analytical model to predict the flexural bearing capacity of longitudinal joints upgraded with the FRP Grid-PCM method and validated it through experimental *** research demonstrates that the FRP grid effectively reduces joint opening and rotation angles while enhancing the bearing capacity of the short column,particularly with concurrent increases in loading eccentricity and the number of FRP grid ***,our findings offer a novel alternative for improving the flexural performance of longitudinal joints in shield tunnels.

关键词： longitudinal joints flexural performance eccentric short column fiber-reinforced grid experiment theoretical model

Bending,Compression and Bonding performance of Cross-Laminated Timber(CLT)Made from Malaysian Fast-Growing Timbers

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Journal of Renewable Materials 2022年第11期10卷 2851-2869页

作者： Norshariza Mohamad Bhkari Lum Wei Chen Anis Azmi Muhammad Shaiful Nordin Norman Wong Shew Yam Zakiah Ahmad Lee Seng Hua Institute for Infrastructure Engineering and SustainableManagement(IIESM) Universiti TeknologiMARAShah Alam40450Malaysia School of Civil Engineering College of EngineeringUniversiti Teknologi MARAShah Alam40450Malaysia Sapulut Forest Development Sdn.Bhd. Kota Kinabalu88400Malaysia Institute of Tropical Forestry and Forest Products(INTROP) Universiti Putra Malaysia UPMSerdang43400Malaysia

This study investigated the bending,compression as well as the bonding performance of CLT panels made from fast-growing timber species,i.e.,Laran(Neolamarckia cadamba)and Batai(Paraserianthes falcataria).The variables studied were timber species(Laran and Batai),layers of lamination(3-layer and 5-layer),loading direction in bending(in-plane and out-of-plane),loading direction in compression(x-,y-,and z-axis)and different treatment conditions for bonding performance *** desired outputs of this study were bending and compression properties(strength and stiffness)as well as bonding performance(block shear strength,wood failure percentage and delamination value).The bending and compression test were conducted according to EN16351:2015 and EN408:2012,*** the other hand,the bonding performance test was determined by block shear and delamination test based on EN16351:2015 and EN14374:2004,*** to block shear test,the samples were subjected to three different treatment *** results showed that CLT made from 3-layer Laran timber,loaded at out-of-plane direction exhibited the highest bending ***,CLT made from 5-layered Batai timber,loaded at in-plane direction showed the lowest bending *** samples for compression loaded at x-axis exhibited the best compressive ***,Laran CLT showed greater bonding performance determined by shear test compared to Batai CLT for both 3-and 5-layer *** the contrary,delamination results showed that Batai CLT demonstrated better bonding performance compared to Laran *** terms of bonding performance measured by wood failure percentage(WFP),most samples under various treatment conditions showed WFP≥80%except for samples under wet condition with WFP≤60%.

关键词： Cross-laminated timber plantation timber flexural performance bonding performance

A Mini Review on Natural Fiber Honeycomb (NFH) Sandwiched Structure Composite: flexural Perfomance Perspective

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Journal of Materials Science and Chemical Engineering 2021年第5期9卷 1-10页

作者： Nahiyan Al-Azad Evelynda Christy Mojutan Mohd. Kamal Mohd. Shah Advanced Composite Research Group Faculty of Engineering Universiti Malaysia Sabah Malaysia

Natural Fiber Honeycomb (NFH) sandwiched structure composite is a type of composite that uses natural fiber as the reinforcement material and honeycomb structure in the form of a sandwich panel. The demand for commercial use of natural fiber-based composites is increasing in the past few years in many industrial sectors. The increase in popularity of natural fibers is because of their particular properties, price, health benefits, and recyclability. This paper aims to analyze the data and analysis of the past research about NFH sandwiched structure composite in terms of the materials used to make the NFH, the physical and mechanical properties, and their applications. Based on the literature review conducted, there were many types of materials used to make the NFH sandwiched structure composite. Some experimental tests were planned and conducted to analyze the mechanical properties of the NFH and its potential to be used in the desired industries. However, there are not many implementations of NFH composite in the construction industry. This is due to the concern related to the issue of the structural integrity of the NFH composite. From the literature review conducted, most of the research shows a positive analysis of the mechanical properties and the potential of the developed NFH to be used for the targeted industry in the study. Therefore, it can be observed that the material used in this study has a high potential to be used in the construction industry.

关键词： Natural Fiber Honeycomb flexural performance Sandwiched Structure Composite