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In this section, the theoretical results obtained from the GSVATM for PC beams are compared with the experimental results from reference PC beams found in the literature and also with the predictions from some codes of practice which uses simplified methods to account for the influence of prestressing, as referred in the end of Sect. 1. The objective is to check the degree of accuracy of the GSVATM, when compared with experimental results and also with the predictions of simplified models for design, such as the ones incorporated in the codes of practice. The comparative analysis is performed by comparing some key points of the experimental and theoretical \\( M_{T}{-} \\theta \\) curves, namely the cracking torque (\\( \\theta_{cr} \\); \\( M_{Tcr} \\)) and ultimate (maximum) torque (\\( \\theta_{u} \\); \\( T_{u} \\)), as also performed in previous studies (Jeng and Hsu 2009; Bernardo et al. 2015a). These key points allow to check if the extended GSVATM provides good predictions for the low and high loading stages.
For the same reference PC beams listed in Table 4, Table 5 presents the normative values of the cracking torque (\\( M_{Tcr,n} \\)) and ultimate (maximum) torque (\\( M_{Tu,n} \\)). For the cracking torque, only ACI 318R-14 (ACI Committee 318 2014) presents a specific equation for its calculation. For the corresponding twists to \\( M_{Tcr} \\) and \\( M_{Tu} \\), none of the studied codes of practice present equations. Table 5 also presents the ratios \\( M_{Tcr,\\exp } /M_{Tcr,n} \\) and \\( M_{Tu,\\exp } /M_{Tu,n} \\), as well as the corresponding and same statistical parameters presented in Table 4.
When compared with Table 4, the results from Table 5 show that the extended GSVATM fo PC beams provides much better estimates for the cracking torque when compared with ACI 318R-14 (ACI Committee 318 2014), and with lower dispersion of the results. The cracking torques from the ACI code are overestimated. For the ultimate (maximum torque), both ACI 318R-14 (ACI Committee 318 2014) and MC 10 (CEB-FIP MODEL 2010) codes slightly underestimate this important parameter for design, with higher dispersion of the results (mainly for the ACI code). Both EC 2 (NP EN 1992-1-1 1992) and CAN3-A23.3-14 (CSA Standard 2014) codes appreciably overestimate the ultimate torque, again with higher dispersion of the results. In general, it can be stated that the extended GSVATM for PC beams provides better estimates for the ultimate torque and with much lower dispersion of the results. 153554b96e
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