Results 11 to 20 of about 15,581 (288)
Long-term analysis of bending moment resistance on pre-cast concrete beams
Periodica Polytechnica Civil Engineering, 2009 Durability design of structures is an important part of the design process. A possible method for the durability design is the probabilistic approach considering changes of structural resistance and the load effect during a certain time period. In order to determine stochastic parameters of structural resistance as a function of time, deterioration of ...
Kálmán Koris, István Bódi
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Prediction of bending moment resistance of screw connected joints in plywood members using regression models and compare with that commercial medium density fiberboard (MDF) and particleboard [PDF]
Iranian Journal of Wood and Paper Industries, 2014 The study aimed at predicting bending moment resistance plywood of screw (coarse and fine threads) joints using regression models. Thickness of the member was 19mm and compared with medium density fiberboard (MDF) and particleboard with 18mm thicknesses.
Sadegh Maleki +3 more
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Wood Research, 2020 Effect of wood species, joint techniques, and adhesive type on bending moment resistances were investigated. 480 L-shaped joint specimens were tested including 2 loadings, 4 wood species, 3 joint techniques, 2 adhesives, and 10 replications. Specimens were prepared from Scotch pine, Oriental beech, oak, and chestnut.
Demirci, Selcuk +3 more
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The influence of vertical shear on the hogging bending moment resistance of ComFlor composite slabs [PDF]
Proceedings 12th international conference on Advances in Steel-Concrete Composite Structures - ASCCS 2018, 2018 Composite slabs are designed to transfer loads in one direction e.g. the longitudinal direction of the ribs. To reduce the deflection, it is useful to realise a continuous slab with at least one intermediate support. At the intermediate support in addition to a hogging bending moment a rather large vertical shear force will act. For the verification of
Abspoel, R. (author) +2 more
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Investigation on bending moment capacity of corner joints constructed with spline under diagonal tension and compression [PDF]
Iranian Journal of Wood and Paper Industries, 2018 This study was conducted to evaluate the effects of the penetration depths (8, 11, 14) and material types of spline (high density fiber board (HDF), plywood and hornbeam wood (Carpinus betulus)) composite material types (MDF and particleboard) on bending
kambiz rashedi
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Mechanical Engineering Journal, 2014 This work deals with the time-dependent creasing characteristics of coated paperboard. The correlation between the bending strength (resistance) and time-dependent problems on the actual processing phenomenon has not been sufficiently discussed in the ...
Shigeru NAGASAWA +2 more
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Analytical solution for the resistance of composite beams subjected to bending [PDF]
MATEC Web of Conferences, 2020 The paper deals with the resistance of steel and concrete composite beams, named BH beams, subjected to bending. They are structurally connected with prefabricated or cast in situ slabs, forming floor slab system. The beams under consideration consist of
Lechman Marek
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Acta Universitatis Agriculturae et Silviculturae Mendelianae Brunensis, 2014 The goal of this paper is to investigate the effect of the end distance of cam lock fasteners on the bending moment resistance of knock-down corner joints. The preliminary study of knock-down furniture assembly plans was done in order to discover the manufacturers’ fastener typical usage in case construction.
Milan Šimek +2 more
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Yantu gongcheng xuebao, 2023 A dynamic centrifugal model test is designed and implemented for the soft clay—pile group foundation system. Two sets of prefabricated piles with different vertical loads are arranged, and the acceleration of the soft clay layer, lateral displacement of ...
XIAN Ganling 1, LAN Jingyan 1, 2, PAN Danguang 1, 3, WANG Yongzhi 4, LU Binrong 1
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Revista IBRACON de Estruturas e Materiais, 2021 : In this paper, a computational code was developed to obtain M-N interaction curves for rectangular concrete-filled steel tube columns considering the strain compatibility in the cross-section.
Matheus Fernandes +2 more
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