Further study on the flexural behaviour of concrete-filled steel tubes

This paper is a further study on the flexural behaviour of concrete-filled steel tubes based on the former work presented by Han [Han LH. Flexural behaviour of concrete-filled steel tubes. Journal of Constructional Steel Research 2004;60(2):313-37]. A total of 36 composite beam specimens filled with self-consolidating concrete (SCC) were tested. The main parameters varied in the tests are: (1) sectional types (circular and square); (2) steel yielding strength (from 235 to 282 MPa); (3) the ratio of tube diameter (or width) to wall thickness, D/t (from 47 to 105), and (4) the ratio of shear span to depth (from 1.25 to 6). Comparisons are made with predicted beam capacities using the existing methods, such as AIJ-1997 [Architectural Institute of Japan (AIJ). Recommendations for design and construction of concrete filled steel tubular structures. 1997], AISC-LRFD-1999 [AISC. Load and resistance factor design specification for structural steel buildings. Chicago: American Institute of Steel Construction, Inc.; 1999], BS5400-1979 [British Standard Institute: BS5400, Part 5, Concrete and composite bridges. 1979], EC4-1994 [Eurocode 4. Design of composite steel and concrete structures, Part 1.1: General rules and rules for buildings (together with United Kingdom National Application Document). DD ENV 1994-1-1:1994. London W1A2BS: British Standards Institution; 1994] and the method proposed by Han [Han LH. Flexural behaviour of concrete-filled steel tubes. Journal of Constructional Steel Research 2004;60(2):313-37].Applied calculation formulae of moment versus curvature curves and the flexural stiffness of concrete-filled steel tubular (CFST) beams are presented, based on the mechanics model of Han [Han LH. Flexural behaviour of concrete-filled steel tubes. Journal of Constructional Steel Research 2004;60(2):313-37]. Comparisons are made with predicted beam flexural stiffness using different methods, such as AIJ-1997, AISC-LRFD-1999, BS5400-1979, EC4-1994 and the method proposed in this paper. Comparisons are also made between the simplified model and the mechanics model, and generally good agreement is achieved.     

城市道路绿化景观设计——以潍坊市宝通街为例

城市道路的绿化景观设计体现一个城市的人文环境,反映一个城市的发展水平,越来越受到人们重视。详细介绍了潍坊市宝通街绿化景观设计情况,可供设计人员参考。     

砼构件粘钢加固正截面计算中的若干问题

针对砼构件在不同荷载作用下粘钢加固中的承载力、挠度、裂缝宽度等问题,提出了相应的计算方法,可供粘钢加固正截面设计时参考.     

谈结合城市设计概念的现代博物馆建筑设计--以连云港市新博物馆方案设计为例

城市设计概念在过去的二十年里逐渐成为建筑设计所关注的新热点,也为建筑设计提供了新的出发点和方法途径.博物馆建筑作为公共建筑的一种类型,与城市关系密切,又具有建筑类型自身的特点.本文试图通过笔者参与设计的连云港市新博物馆方案为例,重点探讨建筑创作中的城市设计维度问题以及博物馆建筑设计的发展趋势.     

煤气站改进前后的Yong分析

文章对煤气站装置改进前后进行了Yong分析，论述其余热的利用价值及提出提高能源利用率的措施——预热回收装置，并提出了以热管废热锅炉为核心的煤气站节能技术改造。     

Effects of Ca2+, Mg2+, Na+, and K+ substitutions on the microstructure and electrical properties of GdCoO3 ceramics

Journal of Electroceramics - GdCoO3-δ, Gd0.975Na0.025CoO3-δ, Gd0.98K0.02CoO3-δ, Gd0.98Ca0.02CoO3-δ, and GdCo0.99Mg0.01O3-δ ceramics were prepared via a solid-state reaction...     

基于经济安全系数比的隧道穿越超浅埋大偏压段方案优化研究

在黄土高原地区,由于沟壑众多,在隧道选线过程中出现了一种最不利的地形条件,即隧道需穿越超浅埋大偏压地段。为了研究其经济、安全、可靠的穿越方案,提出经济安全系数比的概念及计算原理。对隧道穿越超浅埋大偏压段的方案先进行设计,然后采用有限元强度折减法和相关定额计算出各方案的经济安全系数比,并结合数值模拟方法对3种典型穿越方案下的隧道围岩应力、洞室变形和初期支护应力等进行计算分析。经过综合对比,得出按反压法设计的穿越方案最优。该方案既有利于超浅埋大偏压隧道的整体稳定,又有利于减少工程造价。     

Preparation and characterization of porous PDMS beads for oil and organic solvent sorption

In this article, poly (dimethyl siloxane) (PDMS) porous beads were prepared by suspension polymerization method using n‐octane and carbon tetrachloride (CCl₄) as diluents and pore formation agents. The apparent density, porosity and other characteristics were characterized. The absorption experiments showed that the porous PDMS beads exhibited more absorption capacity and faster absorption rate toward oils than the nonporous or oligoporous PDMS beads did, moreover they are of remarkable stability and recyclability, which could provide a path to absorb the oils floating on water. POLYM. ENG. SCI., 54:2965–2969, 2014. © 2014 Society of Plastics Engineers     

氯磺化聚乙烯的结构与性能研究进展

简述了氯磺化聚乙烯(CSM)在国内外的主要生产工艺方法,较详细地介绍了基体树脂类型、氯含量、硫含量等结构因素对CSM化学性能如热性能、力学性能以及耐燃性能的影响。同时还介绍了CSM中氯原子序列分布的3种定量分析方法,并对其相应特点进行了阐述。     

One-Pot Synthesis,Crystal Structure,and Thermal Decomposition Behavior of 1,1ʹ-Diamino-4,4ʹ,5,5ʹ-Tetranitro-2,2ʹ-Biimidazole

1,1?-Diamino-4,4?,5,5?-tetranitro-2,2?-biimidazole (DATNBI) was synthesized, by employing one-pot facile method, from 4,4?,5,5?-tetranitro-2,2?-biimidazole. The crystal structure was determined by X-ray diffraction for the first time. DATNBI crystallized in monoclinic system P2₁/c, with a crystal density of 1.934 g cm^?3 at 293(2) K and 2.019 g cm^?3 at 130(2) K, respectively. Its crystal parameters at 293 K are a = 4.8833(15) Å, b = 6.960(2) Å, c = 6.928(4) Å, α = γ = 90°, β = 93.418(6)°, V = 591.1(3) ?³, Z = 2, μ = 0.178 mm^?1, and F(000) = 348. The thermal stability and non-isothermal kinetics of DATNBI were studied by differential scanning calorimeter (DSC) with heating rates of 5, 10, 15, and 20 K min^?1. The apparent activation energy (E_a) at the first decomposition peak calculated by Kissinger, Ozawa, and Starink equations were 85.50, 89.67, and 86.10 kJ mol^?1, respectively. For the second peak, these were 116.49, 119.82, and 117.45 kJ mol^?1, respectively, with individual pre-exponential factors lnA = 18.40 s^?1 and lnA = 25.11 s^?1. The thermogravimetry-Fourier transform infrared spectroscopy (TG-FTIR) analysis of thermal decomposition products reveals that the main decomposition gas products are H₂O, N₂O, CO₂, and NO₂. Based on the new crystalline densities, the detonation velocity and pressure predicted by EXPLO5 are 9062 m s^?1 and 36.4 GPa, respectively.