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1 杂志简介 重点栏目 征稿对象 稿件要求
2
3 Number 6 in
4 Concrete Technology
5 Number 6 in 2011
6 Concrete Technology
7 Number 6 in 2011
8 Concrete Technology
9 Number 6 in
10 Concrete Technology 3.3.1
11 Number 6 in
12 Concrete Technology 3.3.6
13 Number 6 in 2011
14 Concrete Technology
15 Number 6 in 2011 冲击次数 PC SFHPCI SFHPCII SFHPCIII SFHPCIV SFHPCV SFHPCVI SFHPCVII 不同纤维掺量的试件 试件 1 试件 2 试件 3 试件 4 试件 5 试件 6 裂缝值 (mm) SFHPCI SFHPCII SFHPCIII SFHPCIV 不同纤维掺量 SFHPCV SFHPCVI SFHPCVII 每组裂缝大小平均值
16 Concrete Technology [1] S.K. Saluja M.S. Sarmaetc. Compressive Strength of Fibrous Concrete[J]. The Indian Concrete Journal [2] Ulrika Nystrom Kent Gylltoft. Comparative numerical studies of projectile impacts on plain and steel-fibre reinforced concrete[j]. International Journal of Impact Engineering [3] ACI544.2R. Measurement of Properties of Fiber Reinforced Concrete[S]. US ACICommittee544 [4] Zhao Wen Liang Lei etc. Stress Analysis of Concrete Under Impact Loading [J]. Journal of Northeastern UniversityNatural Science[ ] [5] Lu Lianghao. Fatigue Test of Steel Fiber Reinforced Concrete [J]. China Concrete and Cement Products [6] Bensaid Boulekbache Mostefa Hamrat etc. Flowability of fibre-reinforced concrete and its effect on the mechanical properties of the material. Construction and Building Materials 信息速读 : 浙江慈溪 : 严禁未经淡化处理的海砂进工地
17 Number 6 in 2011 Δτ 1 α 2 = h1 4 WQ θ max (τ)= Cρ = 4(k 1+k 2-1) Q= 7/Q -3/Q 7 3
18 Concrete Technology -mt θ(τ)=θ max (τ)(1-e ) -m(τ-1)δτ -mτδτ Δθ(τ)=θ (τ)[e -e ] max T n-1,τ-1+tn+1,τ-1 T n,τ =U +V T n,τ-1+δθ(τ) 2 Δτ U=2α h T(t)=T+ b q h(h-h)δt 2 τ H 2 δ 1 h= γ 1( + ) 3 γ β μ T(t)=T(3,τ)-T (t) c 1 T m(t)= [T(3,τ)+T b(t)] 2 b
19 Number 6 in 2011 α 1 σ i(t)= 1- E(t) ΔT zi(t) 1-μ Lβt cosh 2 α 1 1- =R i(t) 1-μ Lβt cosh 2 Cx β t = h E(t) -0.09t E(t)=βE 0(1-e ) T(t)=ΔT zi m(t)+δt y(t) ΔT (t)=t (t)-t (t+j) m m m ΔT y(t)=t y(t)-t y(t-j) 0 ε () y t Ty t = (1- e ) M1 M2 M 11 α ε 0 y σ(t)=h(1,t)σ i(1)+h(2,t)σ i(2)+l+h(t-1,t)σ i(t-1)+σ i(t) 0.17 H( τ, t) = 1-[ exp(-0.62 t )] {1- exp[-( t )( t- τ ) ]} λλf 1 2 tk(t) σ(t) Ks λλf (t) 1 2 tk =σ 限值 () t Ks f (t)=f (1-e tk tk -0.3t )
20 Concrete Technology [1].[M] [2].[M] [3].[M] [4].[M] [5].[J]..Vol [6].[J]..Vol.20 NO [7]. [J]..Vol.27 NO [8]. 4 [J]
21 Number 6 in 2011 l a l a f s m, cu f s m, t τ u 0 τ u 0 τ u τ u
22 Concrete Technology l a f s m, cu f s m, t τ u 0 τ u 0 τ u τ u
23 Number 6 in 2011 d τ u = f l a d τ cr = f l a m, t m, t τ 0 u τ u τ u μ τ 0 σ = u δ = σ s τ u cr τ u πd la Fy = 0 cr 4 ( l / d) τ ηf = 0 a u y τ u τ a τ u Pfa = Pf Pf 0 Pfa Pf 0 = = P f 2 μ = δ s = δ f y s μ f y s R = Ω p R p = Ω p R( f m, t, la d ) Ω p s R( f, m, t la d ) R s ( f l d ), m t a, = R μ P tm a 2 n 2 R p 2 σr = p σ x i i= 1 xi m δ R = σ R μ R s μ R ( μ f, μl, d ) p p s R( f m t, la d ) p, s s s d s R = 4Ω p ( la d ) f s m, t l a s s d = 4Ω p f s m, t l a la μ R = μ s f d m, t
24 Concrete Technology δ la d d 2 R = + δ s f l t a 1 2 β 0 ln μ R ln μ β 0 = δ + δ 2 R S 2 S ln μ ln μ β R S δ R + δ S = la ln ln μ fm t d la d la d δ, m, f = t 2 0 μ f m, δ t f t f m, cu MPa 信息速读 : 2011 上海国际混凝土技术及装备展览会
25 Number 6 in 2011
26 Concrete Technology
27 Number 6 in 2011 抗折强度 (MPa) 15 7 天 天 5 90 天 0 A B C D E F 配比 3.1.1
28 Concrete Technology 3.1.2
29 Number 6 in 2011 抗压强度 (MPa) 天 天 天 10 0 A B C D E F 配比 3.2.1
30 Concrete Technology 3.2.2
31 Number 6 in 2011
32 Concrete Technology µ 3.2.1
33 Number 6 in
34 Concrete Technology 信息速读 : 2011 中国国际轨道交通建设暨高速铁路技术装备展
35 Number 6 in 2011
36 Concrete Technology
37 Number 6 in 2011 信息速读 : 混凝土保温异形砖建筑节能技术发展方向
38 Concrete Technology
39 Number 6 in 2011
40 Concrete Technology
41 Number 6 in 2011
42 Concrete Technology
43 Number 6 in 2011
44 Concrete Technology
45 Number 6 in [1]. [J] [2].[J] [3] [4] [5]
46 Concrete Technology
47 Number 6 in
48 Concrete Technology
49 Number 6 in 2011
50 Concrete Technology
51 Number 6 in 2011
52 Concrete Technology
53 Number 6 in 2011
54 Concrete Technology
55 Number 6 in 2011
56 Concrete Technology
57 Number 6 in 2011
58 Concrete Technology [1].. [2] [s].cecs28:90 信息速读 : 德国海德堡公司在哈投 2 亿欧元建水泥厂
59 Number 6 in 2011
60 Concrete Technology
61 Number 6 in 2011
62 Concrete Technology [1] ZL X [P].. [2] ZL [P].. [3]. [J] [4]. [J] [5]. [J] [6]. JGJ [S]
63 Number 6 in 2011
64 Concrete Technology
65 Number 6 in
66 Concrete Technology 信息速读 : 加大扬尘治理力度改善群众生活环境
67 Number 6 in 2011
68 Concrete Technology Ca(OH ) 2 SO
69 Number 6 in R R0
70 Concrete Technology R7 R 07 R R
71 Number 6 in 2011 信息速读 : 菱镁胶凝材料高效减水剂的研究及应用 等两个项目通过技术鉴定
72 Concrete Technology
73 Number 6 in 2011
74 Concrete Technology
75 Number 6 in 2011
76 Concrete Technology
77 Number 6 in 2011
78 Concrete Technology
79 Number 6 in 2011
80 Concrete Technology
81 Number 6 in 2011
82 Concrete Technology [1].[J] [2]. [J] [3]. [J] [4]. [J]
83 Number 6 in 2011
84 Concrete Technology
85 Number 6 in 2011
86 Concrete Technology [1]. [J] [2].[J] [3].[J] [4]. [J] [5]. 2010,5278. [6].,,2009, [7] KUNHANANDAN NAMBIAR E KRAMAMURTHY K.Sorption characteristics of foam concrete[j]. Cement and Concrete Research [8]. [J]
87 Number 6 in 2011
88 Concrete Technology
89 Number 6 in
90 Concrete Technology
91 Number 6 in 2011 [1] [2]. 2010, [3] 信息速读 : 工程机械配套产品已成我国工程机械发展瓶颈
92 Concrete Technology
93 Number 6 in 2011 信息速读 : 中国粉煤灰专家应邀赴美参加国际粉煤灰技术研讨会
94 Concrete Technology
95 Number 6 in
96 Concrete Technology 信息速读 : 标准信息
97 Number 6 in 2011
98 Concrete Technology 4.2.1
99 Number 6 in 信息速读 : 青岛市推广建筑业 10 项新技术
100 Concrete Technology
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