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Behaviour of single sided composite joints at room temperature and in case of fire after an earthquake

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Academic year: 2021

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Figure

Fig. 1 presents  the configuration of the tested partial-strength single-sided composite joint; this joint was  designed in order to obtain a ductile collapse mode and to develop a rotation capacity of at least 35 mRad so as  to ensure an adequate behaviou
Fig. 3 presents the M-φ behavioural curves obtained for the monotonic test by means of the translational and  rotational transducers measurements
Figure 4. Photos of the joint at the end of the test
Figure 6. Experimental moment-rotation curve of the joint
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