Experimental and Numerical Study on UHPC–RC Decks within Hogging Moment Region [PDF]
Applied Sciences, 2022 Steel–concrete composite continuous bridges can take full advantage of concrete and steel, but in regions with hogging moments, cracking of the concrete deck is a big issue affecting the durability of bridges.
Guanxu Long +5 more
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Effective Flange Width Based on Equivalence of Slab Crack Width at Hogging Moment Region of Composite Frame Beam [PDF]
BuildingsSteel–concrete composite structures have advantages in terms of strong bearing capacity and full utilisation of performance, and thus, composite frame beams are widely used in building construction.
Mu-Xuan Tao, Ze-Bin Zou, Ji-Zhi Zhao
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STATIC STRUCTURAL PERFORMANCE OF CONTINUOUS COMPOSITE SLAB STRENGTHENED BY CFRP LAMINATE IN THE HOGGING MOMENT REGION [PDF]
Journal of Engineering Science and Technology, 2018 The performance of continuous composite deck slab (CCS) strengthened with unidirectional carbon fibre-reinforced polymer (CFRP) laminate in the hogging region was investigated in this study, where the CFRP worked as an external reinforcement in the ...
KHALID W. DAHHAM +4 more
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Frontiers in Materials, 2022 A modified formula for average crack spacing and a numerical model for crack width in hogging moment regions of steel–concrete composite beams under fatigue loading are proposed in this article.
Aiming Song +3 more
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Flexural Performance of Steel-GFRP strips-UHPC Composite Beam in Hogging Moment Region [PDF]
Abstract This study aims to clarify the longitudinal flexural cracking characteristics in hogging moment regions, and propose the practical calculation method of cracking load and ultimate bearing capacity for steel-GFRP strips-UHPC composite deck structure. The longitudinal flexural behavior of two steel-GFRP strips-UHPC composite beams in the
Dan Zeng +4 more
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Modelling semi-rigid composite joints with precast hollowcore slabs in hogging moment region
Journal of Constructional Steel Research, 2008 In this paper, using the general purpose software ABAQUS, a three dimensional (3-D) finite element model was built to simulate semi-rigid composite connection with precast hollowcore slabs. 3D continuum elements are used for all parts of the composite connections and the contact conditions between all the components are explicitly modelled.
Fu, F., Lam, D., Ye, J.
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COMPARATIVE STUDY ON HOGGING AND SAGGING MOMENT REGION OF STEEL–CONCRETE COMPOSITE FRAME BASED ON CONSTRUCTION STAGES [PDF]
Scientific Journal of Civil Engineering, 2022 Ditar Memedi +2 more
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Flexural behavior of RC continuous T-beams reinforced with hybrid CFRP/ steel bars (experimental and numerical study) [PDF]
JES: Journal of Engineering Sciences, 2021 This study presents experimental and numerical investigations to understand the response and failure of hybrid RC continuous T-beams reinforced in flexure by both Carbon Fiber Reinforced Polymer (CFRP) bars and steel bars at sagging and hogging regions ...
Hesham Diab +2 more
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Cracking control technique for continuous steel-concrete composite girders under negative bending moment [PDF]
Archives of Civil Engineering, 2023 Continuous steel-concrete composite girder can fully utilize material strength and possess large spanning ability for bridge constructions. However, the weak cracking resistance at the negative bending moment region of the girder seriously harms its ...
Min Cai +5 more
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Investigation on cracking performance of UHPC overlaid concrete deck at hogging moment zone of steel-concrete composite girders [PDF]
Archives of Civil Engineering, 2023 The concrete deck at the negative bending moment region of a continuous steel-concrete composite girder bridge is the weakest part of the structure. Introducing ultra-high performance concrete (UHPC) to the hogging region may overcome the shortage and ...
Zhiyong Wan +5 more
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