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The Influence of Different Parameter on the Seismic Behavior of SRUHSC Frame
Published 2017-01-01“…The seismic behaviors of steel reinforced ultrahigh strength concrete (SRUHSC) frames with different axial compression ratios and shear span ratios are experimentally studied through the reversed cyclic loading test of four specimens. …”
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Analytical Model for Deflections of Bonded Posttensioned Concrete Slabs
Published 2017-01-01“…Nonlinearities of the materials are considered using the stress-strain relationships for concrete, reinforcing steel, and prestressing tendons. Flexural testing of the posttensioned two-way slabs was conducted to validate the developed analytical process. …”
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Near tip strain evolution under cyclic loading
Published 2013-07-01“…In this paper, we report the first experimental observations of the near-tip strain evolution as captured by the Digital Image Correlation (DIC) technique on a compact tension specimen of stainless steel 316L. The evolution of the near-tip strains with loading cycles was studied whilst the crack tip was maintained stationary. …”
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Constitutive Equations of Yield Stress Sensitivity to Strain Rate of Metals: A Comparative Study
Published 2016-01-01“…All equations are used to fit the yield stress of three copper materials and one steel material at two different temperatures. A specific cost function and an optimization problem are defined. …”
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DAMAGE IDENTIFICATION METHOD BASED ON CROSS MODEL CROSS MODAL METHOD AND L<sub>1</sub> REGULARIZATION
Published 2023-12-01“…The proposed method was then validated with a steel frame structure in a laboratory. The results show that the combination of CMCM and L<sub>2</sub> regularization can easily lead to misjudgment of undamaged elements, while L<sub>1</sub> regularization in CMCM can identify structural damage more accurately. …”
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On DIC measurements of DeltaKeff to verify if it is the FCG driving force
Published 2017-06-01“…The crack opening SIF Kop is measured along the entire crack path on DC(T) low carbon steel specimens by a series of strain gages bonded along the crack paths, by a strain gage bonded on their back faces, and by a digital image correlation technique. …”
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Experimental Study on Engagement Characteristic of the Wet Clutch
Published 2020-08-01“…With the increase of the speed and power density of the integrated transmission system, the engagement characteristics are closely related to the failure problems such as excessive wear of the friction pair, partial burning, and warpage of the steel sheet. For the engagement process of the wet clutch, a multi-mode loading test rig is designed and built. …”
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Manufacturing execution system of mineral processing based on Internet of things
Published 2018-03-01“…With the development trend of intelligent,networked,integrated in the automation field of mineral processing industry,the longitudinal seamless fusion and integration from the Internet of things to the Internet of the full interconnection manufacturing network of mineral processing were constructed based on the actual demand of the enterprise management and control,data acquisition,transmission,storage and analysis framework were designed for industrial big data generated from mineral processing,the intelligent manufacturing execution system based on the Internet of things and the industrial cloud was developed.The new functions of integrated process production index optimization and decision making,equipment safety video surveillance and management,personnel vehicle location and tracking,energy management,mobile and remote monitoring,and so on were discussed.The manufacturing execution system based on the Internet of things and the industrial cloud was implemented and used in an iron and steel group.The effectiveness of the MES is verified.…”
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Research and Design of Flood Discharge and Energy Dissipation Structures of Datengxia Hydro Project
Published 2022-01-01“…The design of flood discharge and energy dissipation structures is important and is the primary research problem in the layout of hydro projects,which involves the problems of discharge capacity,cavitation of flow surface,water aeration,and sediment abrasion and scouring of downstream riverbeds.For the Datengxia hydro project,its maximum discharge capacity of flood discharge structures reaches 66,200 m<sup>3</sup>/s,and the Froude number of energy dissipation structures is low.Therefore,the scheme of bottom outlets for flood discharge and surface outlets for drift discharge is adopted for flood discharge structures,and the underflow energy dissipation mode of the secondary stilling basin is adopted for energy dissipation structures.As flood discharge structures mainly adopt the bottom outlets for flood discharge,and the radial gate bears huge water thrust,the steel beam is selected as the radial gate support,which solves the difficulties in engineering design and provides a reference for similar projects.…”
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