Page 158 - Handbook of Materials Failure Analysis

Brick stress:zz (MPa)
2.702855×10 0 [Bk:10310,Nd:116]
9.837942×10 −0
−7.352668×10 −1
−2.454328×10 0
−4.173389×10 0
−5.895450×10 0
−7.611510×10 0
−9.330571×10 0
−1.104963×10 1
−1.276869×10 1
−1.362822×10 1 [Bk:10300,Nd:13230]

Z
(a) Y
X
Brick react: Fz (N)
4.660488 × 10 2 [Bk: 417,Nd: 691]
4.137656 × 10 2
3.614825 × 10 2
3.091993 × 10 2
2.559162 × 10 2
2.046330 × 10 2
1.523499 × 10 2
1.000668 × 10 2
4.778362 × 10 1
−4.499525 × 10 0
−3.064110 × 10 1 [Bk: 538,Nd: 920]

Z
(b) Y
X
Brick react: Fz (N)
4.567278 × 10 2 [Bk: 417,Nd: 691]
4.054903 × 10 2
3.542528 × 10 2
3.030153 × 10 2
2.551779 × 10 2
2.005404 × 10 2
1.493029 × 10 2
9.806543 × 10 1
4.682795 × 10 1
−4.409534 × 10 0
−3.002827 × 10 1 [Bk: 538,Nd: 920]

Z
(c) X
Y
FIGURE 6.27
Finite-element analyze results of individual bearer. (a) Pressure distribution from loading. (b)
Forces experienced from loading. (c) Forces experienced underneath bearer from loading.