Study on Safety Performance of Building Finish Layer under Thermomechanical Coupling Condition

Figure 19

Principal stress distribution of the semirigid finish layer (unit: MPa). (a) Masonry wall (without temperature). (b) Masonry wall (50°C). (c) Masonry wall (−20°C). (d) Bonding layer (without temperature). (e) Bonding layer (50°C). (f) Bonding layer (−20°C). (g) Bushing (without temperature). (h) Bushing (50°C). (i) Bushing (−20°C).

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