최소 단어 이상 선택하여야 합니다.
최대 10 단어까지만 선택 가능합니다.
다음과 같은 기능을 한번의 로그인으로 사용 할 수 있습니다.
NTIS 바로가기Composite structures, v.192, 2018년, pp.489 - 499
Zou, Xingxing (Dept. of Civil, Architectural & Environmental Engineering, Missouri Univ. of Science and Technology) , Feng, Peng (Dept. of Civil Engineering, Tsinghua University) , Wang, Jingquan (Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University) , Wu, Yuwei (Dept. of Civil Engineering, Tsinghua University) , Feng, Yu (Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University)
Abstract A novel assembly FRP (fiber-reinforced polymer)-concrete hybrid beams/decks system is proposed and investigated in this paper. The performance of FRP shear key (SK) connector, FRP stay-in-place (SIP) form, and their combination for the FRP-concrete hybrid beams/decks is evaluated. The slip...
Front Phys Teng 266 2002 FRP-strengthened RC structures
Constr Build Mater Hollaway 24 12 2419 2010 10.1016/j.conbuildmat.2010.04.062 A review of the present and future utilisation of FRP composites in the civil infrastructure with reference to their important in-service properties
Compos B Eng Feng 67 427 2014 10.1016/j.compositesb.2014.08.021 Effects of corrosive environments on properties of pultruded GFRP plates
J Compos Constr Feng 20 5 04016021 2016 10.1061/(ASCE)CC.1943-5614.0000676 Mechanical behavior and design of FRP structural members at high and low service temperatures
Constr Build Mater Wang 147 272 2017 10.1016/j.conbuildmat.2017.04.169 Axial compressive behavior of seawater coral aggregate concrete-filled FRP tubes
Eng Struct Zheng 135 191 2017 10.1016/j.engstruct.2017.01.005 Investigation of the behaviour of reinforcement-free concrete deck slabs restrained by FRP rods
Eng Struct Chen 49 275 2013 10.1016/j.engstruct.2012.11.016 Damage tolerance and residual strength of hybrid FRP-UHPC beam
Compos Struct Satasivam 184 904 2018 10.1016/j.compstruct.2017.10.026 Mechanical performance of two-way modular FRP sandwich slabs
J Compos Constr Hayes 4 3 120 2000 10.1061/(ASCE)1090-0268(2000)4:3(120) Laboratory and field testing of composite bridge superstructure
Compos Struct Feng 123 312 2015 10.1016/j.compstruct.2014.12.053 Mechanical behavior of concrete-filled square steel tube with FRP-confined concrete core subjected to axial compression
Eng Struct Satasivam 138 63 2017 10.1016/j.engstruct.2017.01.068 Composite actions within steel-FRP composite beam systems with novel blind bolt shear connections
Mater Struct Satasivam 49 10 4113 2016 10.1617/s11527-015-0776-2 Mechanical performance of modular FRP-steel composite beams for building construction
Thin-Walled Struct Feng 110 62 2017 10.1016/j.tws.2016.10.008 Buckling of piecewise member composed of steel and high-strength materials in axial compression
Constr Build Mater Gai 49 1013 2013 10.1016/j.conbuildmat.2012.08.050 Experimental investigation into a ductile FRP stay-in-place formwork system for concrete slabs
Curr Sci Goyal 113 2 245 2017 10.18520/cs/v113/i02/245-252 Pultruded fibre reinforced polymer planks as stay-in-place formwork for concrete structures
Eng Struct Correia 31 7 1369 2009 10.1016/j.engstruct.2009.02.004 Flexural behaviour of multi-span gfrp-concrete hybrid beams
Eng Struct Gonilha 60 11 2014 10.1016/j.engstruct.2013.12.018 Structural behaviour of a GFRP-concrete hybrid footbridge prototype: experimental tests and numerical and analytical simulations
Compos Struct Sutherland 171 473 2017 10.1016/j.compstruct.2017.03.052 Impact response of pedestrian bridge multicellular pultruded GFRP deck panels
Compos Struct Koaik 180 192 2017 10.1016/j.compstruct.2017.07.059 Experimental tests and analytical model of concrete-GFRP hybrid beams under flexure
Compos Struct Munck 134 369 2015 10.1016/j.compstruct.2015.08.089 Multi-objective weight and cost optimization of hybrid composite-concrete beams
10.1061/(ASCE)CC.1943-5614.0000845 Zou XX, Feng P, Wang JQ. Bolted shear connection of FRP-concrete hybrid beams. J Compos Constr 2018. ASCE (in press).
J Compos Constr Hulatt 7 2 135 2003 10.1061/(ASCE)1090-0268(2003)7:2(135) Short term testing of hybrid T beam made of new prepreg material
Constr Build Mater Hulatt 17 1 55 2003 10.1016/S0950-0618(02)00093-4 The use of advanced polymer composites to form an economic structural unit
Constr Build Mater Canning 13 8 417 1999 10.1016/S0950-0618(99)00050-1 An investigation of the composite action of an FRP/concrete prismatic beam
Constr Build Mater Fam 21 2 347 2007 10.1016/j.conbuildmat.2005.08.016 Composite tubes as an alternative to steel spirals for concrete members in bending and shear
J Compos Constr Zhang 18 6 04014016 2014 10.1061/(ASCE)CC.1943-5614.0000472 Mechanical performance of the wet-bond interface between FRP plates and cast-in-place concrete
J Compos Constr Zhang 21 4 04017012 2017 10.1061/(ASCE)CC.1943-5614.0000795 Shear-bond behavior of the interface between FRP profiles and concrete by the double-lap push shear method
Compos B Eng Nordin 35 1 27 2004 10.1016/j.compositesb.2003.08.010 Testing of hybrid FRP composite beams in bending
Compos Struct Nguyen 118 528 2014 10.1016/j.compstruct.2014.08.003 Push-out tests for shear connections between UHPFRC slabs and FRP girder
J Compos Constr Honickman 13 5 455 2009 10.1061/(ASCE)CC.1943-5614.0000039 Investigating a structural form system for concrete girders using commercially available GFRP sheet-pile sections
Adv Struct Eng Manal 15 4 589 2012 10.1260/1369-4332.15.4.589 Composite behaviour of a hybrid FRP bridge girder and concrete deck
J Compos Constr Fam 10 2 172 2006 10.1061/(ASCE)1090-0268(2006)10:2(172) Composite T-beams using reduced-scale rectangular FRP tubes and concrete slabs
Compos B Eng El-Hacha 43 2 582 2012 10.1016/j.compositesb.2011.07.004 Behaviour of hybrid FRP-UHPC beams subjected to static flexural loading
Elmahdy A, El-Hacha R, Shrive N. Flexural behavior of hybrid composite girders for bridge construction. ACI Spec Publ 2008; 257.
Compos Struct Zou 152 267 2016 10.1016/j.compstruct.2016.05.039 Perforated FRP ribs for shear connecting of FRP-concrete hybrid beams/decks
China Civil Eng J Zhang 46 2 108 2013 Numerical simulation and experimental study on the performance of wet-bonding interface between FRP plate and concrete
KSCE J Civ Eng Cho 14 6 855 2010 10.1007/s12205-010-0932-8 Shear connection system and performance evaluation of FRP-concrete composite deck
Compos Struct Liu 160 1119 2017 10.1016/j.compstruct.2016.10.134 Bilinear softening model and double K fracture criterion for quasi-brittle fracture of pultruded FRP composites
Zhao L, Burgueno R, Rovere HL, Seible F, Karbhari V. Preliminary evaluation of the hybrid tube bridge system (No. TR-2000/04). University of California, San Diego. Department of Applied Mechanics and Engineering Sciences; 2000.
J Struct Eng Cheng 131 3 498 2005 10.1061/(ASCE)0733-9445(2005)131:3(498) Assessment of a steel-free fiber reinforced polymer-composite modular bridge system
Ulloa Barbaran FV. Composite structural members for short span highway bridges [Doctoral dissertation]; 2002.
J Compos Constr Kitane 8 2 182 2004 10.1061/(ASCE)1090-0268(2004)8:2(182) Static and fatigue testing of hybrid fiber-reinforced polymer-concrete bridge superstructure
Key Eng Mater Trans Tech Publ Joo 306 1355 2006 10.4028/www.scientific.net/KEM.306-308.1355 Experimental investigation on the structural behavior of shear connectors used in the FRP and concrete bridge deck system
Compos Struct Mastali 133 476 2015 10.1016/j.compstruct.2015.07.114 Development of innovative hybrid sandwich panel slabs: experimental results
Compos Struct Mastali 160 100 2017 10.1016/j.compstruct.2016.10.066 Flexural performance of innovative hybrid sandwich panels with special focus on the shear connection behavior
J Compos Constr Noel 20 5 04016024 2016 10.1061/(ASCE)CC.1943-5614.0000681 Design equations for concrete bridge decks with FRP stay-in-place structural forms
Compos Struct Hasselhoff 129 47 2015 10.1016/j.compstruct.2015.04.001 Design, manufacturing and testing of shear-cone connectors between CFRP stay-in-place formwork and concrete
Compos Struct Correia 77 1 66 2007 10.1016/j.compstruct.2005.06.003 Flexural behaviour of gfrp-concrete hybrid beams with interconnection slip
Compos B Eng Yuan 130 76 2017 10.1016/j.compositesb.2017.07.060 Bond-slip behaviour between GFRP I-section and concrete
GB50608-2010 Technical code for infrastructure application of FRP composites. China Planning Press; 2011.
*원문 PDF 파일 및 링크정보가 존재하지 않을 경우 KISTI DDS 시스템에서 제공하는 원문복사서비스를 사용할 수 있습니다.
출판사/학술단체 등이 한시적으로 특별한 프로모션 또는 일정기간 경과 후 접근을 허용하여, 출판사/학술단체 등의 사이트에서 이용 가능한 논문
※ AI-Helper는 부적절한 답변을 할 수 있습니다.