Results 171 to 180 of about 14,808 (211)

From Bench to Use: The Status of Gamma-Shielding Nanomaterials and the Prospects for Lead-Free Wearables. [PDF]

Nanomaterials (Basel)
Qi Q, He L, Ye H, Wang C, Hu P, Liu Y.
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Predicting axial load capacity in elliptical fiber reinforced polymer concrete steel double skin columns using machine learning. [PDF]

Sci Rep
Yu F, Isleem HF, Almoghayer WJK, Shahin RI, Yehia SA, Khishe M, Elshaarawy MK.   +6 more
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Prediction of the axial compression capacity of stub CFST columns using machine learning techniques. [PDF]

Sci Rep
Megahed K, Mahmoud NS, Abd-Rabou SEM.
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Bond-slip behaviour of concrete-filled stainless steel circular hollow section tubes

Journal of Constructional Steel Research, 2017
Abstract This paper presents the repeated push-out tests on concrete-filled stainless steel circular hollow section (CHS) tubes with different values of height-to-diameter ratio, diameter-to-thickness ratio and concrete strengths. The bond-slip behaviour of all specimens and the strain distribution on the exterior of stainless steel tubes along the ...
Yu Chen, Ran Feng, Yongbo Shao, Xiaotian Zhang   +3 more
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Behaviour of concrete-filled hollow structural steel (HSS) columns with pre-load on the steel tubes

Journal of Constructional Steel Research, 2003
Abstract The use of hollow structural steel (HSS) columns filled with concrete has become widespread in the past few decades. However, these members are susceptible to the effects of pre-load on the steel tubes during construction. Nineteen concrete-filled HSS columns with the steel tubes subjected to pre-load have been tested.
Lin-Hai Han, Guo-Huang Yao
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Analysis of Axial Bearing Capacity of Concrete-Filled Steel Tube Hollow Columns

Advanced Materials Research, 2013
Based on the triple shear unified yield criterion, the mechanical behavior of the concrete-filled steel tube columns was analyzed. The calculation formulas of axial bearing capacity of the concrete-filled steel tube columns were deduced with considerations of the restriction effects of steel tube and the effects of the intermediate principal stressed ...
Xiao Yan Luo, Wei Ping Liu
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A unified formulation for hollow and solid concrete-filled steel tube columns under axial compression

Engineering Structures, 2010
On the basis of the theory of elasticity, a unified formulation is proposed in this paper to predict the composite compressive strength of circular concrete-filled steel tube (CCFST) columns The formula is obtained from the analytic solution of an elastic composite cylinder under axial compression.
Yu, Min, Zha, Xiaoxiong, Ye, Jianqiao, She, Chunyan   +3 more
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