Results 71 to 80 of about 110,149 (273)
Advances in Materials Science and Engineering, 2019 Daily changing temperature causes significant thermal stress in concrete pavement. Tensile stress obtained can exceed flexural tensile strength when the concrete slabs are subjected to large temperature gradient and traffic loads, resulting in pavement ...
Bangshu Xu +4 more
doaj +1 more source
Advances in Civil Engineering, 2020 This paper describes a case of using a pile-slab composite foundation to handle a bridge-end bump problem. Conventionally, a deep-seated concrete slab method is employed to tackle this problem; however, this method generates a large stress concentration ...
Yu Yang +3 more
doaj +1 more source
, 2015 Bakalářská práce řeší návrh železobetonové monolitické liniově podepřené křížem vyztužené stropní desky a návrh podporujících železobetonových žeber. Půdorysný tvar desky je obdélník a deska je 1x výškově zalomená.
Dvořák, Vít
core
, 2003 This paper presents the results of a two-phase experimental program investigating the punching shear behavior of fiber reinforced polymer reinforced concrete (FRP RC) flat slabs with and without carbon fiber reinforced polymer (CFRP) shear reinforcement.
El-Ghandour, A. W. +2 more
core +1 more source
Charring Behaviour of Mass Timber: A Comparison of Thin Intumescent Coatings and Plasterboard
Fire and Materials, EarlyView.ABSTRACT This study compares the charring behaviour of mass timber under varied heating conditions when protected by either different thin intumescent coating types or fire‐rated plasterboard layers. Bench‐scale fire experiments were conducted using the Heat‐Transfer Rate Inducing System (H‐TRIS).
Stavros Spyridakis +4 more
wiley +1 more source
Journal of Applied Mathematics, 2013 This paper presents a study on the numerical performance of three contact simulation methods, namely, the interface element, thin-layer element, and contact analysis methods, through the analysis of the contact behavior between the concrete face slab and
Xiao-xiang Qian +3 more
doaj +1 more source
Numerical analysis of frictional contact effects in push-out tests
, 2012 International audienceThis paper proposes an accurate and efficient 2D nonlinear finite element model to investigate the mechanical behaviour of the shear connection between prefabricated concrete slab and steel girder in composite bridges.
Guezouli, Samy, Lachal, Alain
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CFD Analysis of Dual‐Layer PCM Roofs for Thermal Mitigation in Residential Buildings
Heat Transfer, EarlyView.ABSTRACT This study presents a computational fluid dynamics analysis of dual‐layer phase change material (PCM) roofs for passive cooling in residential buildings under the hot and humid climate of Bangladesh. A three‐dimensional transient model was developed in ANSYS Fluent using the enthalpy–porosity approach to simulate coupled heat conduction ...
Mohammad Junaid +6 more
wiley +1 more source
Transverse slab reinforcement design of concrete bridge deck: A review [PDF]
, 2017 This paper reviews the current design practices of transverse slab reinforcement design in concrete bridge deck, which consist of concrete deck slab on wide concrete T-beams.
Abdullah, R. B. +3 more
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Failure assessment of lightly reinforced floor slabs. II: Analytical studies [PDF]
, 2011 This paper describes numerical and analytical assessments of the ultimate response of floor slabs. Simplified analytical models and finite-element simulations are described and validated against the experimental results presented in the companion paper ...
Cashell, KA +2 more
core +1 more source